Opdrachtgegevens: Korrelgrootteverdeling in % van de vaste stof ...
Opdrachtgegevens: Korrelgrootteverdeling in % van de vaste stof ...
Opdrachtgegevens: Korrelgrootteverdeling in % van de vaste stof ...
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<strong>Opdrachtgegevens</strong>:<br />
Opdracht<br />
Bor<strong>in</strong>g<br />
Monster<br />
Diepte<br />
: VH-5910<br />
: W-057+08C<br />
: zakje<br />
: 2,00 - 3,00 m - mv<br />
Omschrijv<strong>in</strong>gen volgens driehoeken:<br />
g2<br />
Gs<br />
g3<br />
g1<br />
lutum + silt zand<br />
0<br />
20<br />
Gz1 Gz2 Gz3<br />
(NEN 5104)<br />
70<br />
85<br />
95<br />
100<br />
Toevoeg<strong>in</strong>g : zwak gr<strong>in</strong>dig (g1)<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
0<br />
Gz4<br />
100 90 70 50<br />
gr<strong>in</strong>d<br />
30 15 5 0<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
100<br />
<strong>Korrelgroottever<strong>de</strong>l<strong>in</strong>g</strong> <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
M<strong>in</strong>. <strong>de</strong>len < 8,0 mm : 99,99<br />
M<strong>in</strong>. <strong>de</strong>len < 4,0 mm : 99,34<br />
M<strong>in</strong>. <strong>de</strong>len < 2,0 mm : 97,74<br />
M<strong>in</strong>. <strong>de</strong>len < 1,0 mm : 94,34<br />
M<strong>in</strong>. <strong>de</strong>len < 0,5 mm : 73,68<br />
M<strong>in</strong>. <strong>de</strong>len < 250 µm : 10,19<br />
M<strong>in</strong>. <strong>de</strong>len < 180 µm : 3,11<br />
M<strong>in</strong>. <strong>de</strong>len < 125 µm : 1,23<br />
M<strong>in</strong>. <strong>de</strong>len < 63 µm : 0,57<br />
(NEN 5104)<br />
zand (Z)<br />
85<br />
100<br />
Ks1<br />
lutum silt<br />
Ks2<br />
5 Zk<br />
Zs1 Zs2<br />
Kz1<br />
Kz2<br />
Kz3<br />
Zs3 Zs4<br />
Ks3<br />
Ks4<br />
Lz3<br />
Lz1<br />
100<br />
zand<br />
812<br />
50<br />
50<br />
65<br />
35<br />
25<br />
17,5<br />
0<br />
75<br />
100<br />
100 90 82,5 67,5 50<br />
15 0<br />
zwak siltig zand (Zs1)<br />
De lutumfractie is niet bepaald.<br />
bijlage bij<br />
korrelver<strong>de</strong>l<strong>in</strong>g KVD25<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVB_W-057+08C_zakje<br />
datum: 3-6-2010<br />
0<br />
De eerste omschrijv<strong>in</strong>g gaat uit <strong>van</strong> 0% lutumfractie,<br />
<strong>de</strong> twee<strong>de</strong> <strong>van</strong> 0% siltfractie.<br />
Fractiever<strong>de</strong>l<strong>in</strong>g <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
Lutumfractie<br />
Siltfractie<br />
Zandfractie<br />
Gr<strong>in</strong>dfractie<br />
Organische <strong>stof</strong><br />
: 0,1<br />
: 0,5<br />
: 97,2<br />
: 2,3<br />
: 0,0<br />
opdracht:<br />
VH-5910
korrelgrootte <strong>in</strong> µm korrelgrootte <strong>in</strong> mm<br />
0<br />
63<br />
45<br />
31,5<br />
22,4<br />
16<br />
11,2<br />
8<br />
4<br />
2<br />
2000<br />
1000<br />
500<br />
250<br />
180<br />
125<br />
63<br />
50<br />
40<br />
30<br />
20<br />
15<br />
10 987<br />
6<br />
5<br />
4<br />
3<br />
2<br />
1<br />
100<br />
10<br />
90<br />
20<br />
80<br />
30<br />
70<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
Sommatie <strong>in</strong> gewichtsprocenten<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
40<br />
60<br />
50<br />
50<br />
60<br />
40<br />
Doorgang (%)<br />
70<br />
30<br />
80<br />
20<br />
90<br />
10<br />
100<br />
0<br />
uiterst grof<br />
zeer<br />
grof<br />
matig<br />
grof<br />
matig<br />
fijn<br />
zeer<br />
fijn<br />
uiterst<br />
fijn<br />
fijn matig grof<br />
korrelver<strong>de</strong>l<strong>in</strong>g volgens<br />
ETC5-C4.97<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVD_W-059+46C_zakje<br />
datum: 3-6-2010<br />
fijn matig grof zeer grof<br />
fijnzandfractie grofzandfractie<br />
siltfractie<br />
lutumfractie<br />
zandfractie gr<strong>in</strong>dfractie<br />
leemfractie<br />
Gelijkmatigheidscoëfficiënt zandfractie (NEN5104)<br />
: 334 µm<br />
60<br />
D<br />
Monstergegevens<br />
Bor<strong>in</strong>g : W-059+46C<br />
: 131 µm<br />
10<br />
D<br />
: zakje<br />
Monster<br />
opdracht:<br />
: 2,6 (spreid<strong>in</strong>g: matig groot)<br />
10<br />
D 60 /D<br />
: 1,80 - 2,40 m - mv<br />
Diepte<br />
: Matig grof zwak siltig zand, zwak gr<strong>in</strong>dig<br />
Zandmediaan<br />
Klassificatie<br />
NEN5104<br />
: 239 µm<br />
Z<br />
M<br />
: nat gezeefd<br />
Metho<strong>de</strong><br />
VH-5910
<strong>Opdrachtgegevens</strong>:<br />
Opdracht<br />
Bor<strong>in</strong>g<br />
Monster<br />
Diepte<br />
: VH-5910<br />
: W-059+46C<br />
: zakje<br />
: 1,80 - 2,40 m - mv<br />
Omschrijv<strong>in</strong>gen volgens driehoeken:<br />
g2<br />
Gs<br />
g3<br />
g1<br />
lutum + silt zand<br />
0<br />
20<br />
Gz1 Gz2 Gz3<br />
(NEN 5104)<br />
70<br />
85<br />
95<br />
100<br />
Toevoeg<strong>in</strong>g : zwak gr<strong>in</strong>dig (g1)<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
0<br />
Gz4<br />
100 90 70 50<br />
gr<strong>in</strong>d<br />
30 15 5 0<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
100<br />
<strong>Korrelgroottever<strong>de</strong>l<strong>in</strong>g</strong> <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
M<strong>in</strong>. <strong>de</strong>len < 8,0 mm : 100,00<br />
M<strong>in</strong>. <strong>de</strong>len < 4,0 mm : 99,01<br />
M<strong>in</strong>. <strong>de</strong>len < 2,0 mm : 96,64<br />
M<strong>in</strong>. <strong>de</strong>len < 1,0 mm : 88,73<br />
M<strong>in</strong>. <strong>de</strong>len < 0,5 mm : 71,44<br />
M<strong>in</strong>. <strong>de</strong>len < 250 µm : 53,16<br />
M<strong>in</strong>. <strong>de</strong>len < 180 µm : 33,19<br />
M<strong>in</strong>. <strong>de</strong>len < 125 µm : 10,27<br />
M<strong>in</strong>. <strong>de</strong>len < 63 µm : 3,35<br />
(NEN 5104)<br />
85<br />
100<br />
Ks1<br />
lutum silt<br />
Ks2<br />
5 Zk<br />
Zs1 Zs2<br />
Kz1<br />
Kz2<br />
Kz3<br />
Zs3 Zs4<br />
Ks3<br />
Ks4<br />
Lz3<br />
Lz1<br />
100<br />
zand<br />
812<br />
50<br />
50<br />
65<br />
35<br />
25<br />
17,5<br />
0<br />
75<br />
100<br />
100 90 82,5 67,5 50<br />
15 0<br />
zwak siltig zand (Zs1)<br />
zwak siltig zand (Zs1)<br />
De lutumfractie is niet bepaald.<br />
bijlage bij<br />
korrelver<strong>de</strong>l<strong>in</strong>g KVD47<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVB_W-059+46C_zakje<br />
datum: 3-6-2010<br />
0<br />
De eerste omschrijv<strong>in</strong>g gaat uit <strong>van</strong> 0% lutumfractie,<br />
<strong>de</strong> twee<strong>de</strong> <strong>van</strong> 0% siltfractie.<br />
Fractiever<strong>de</strong>l<strong>in</strong>g <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
Lutumfractie<br />
Siltfractie<br />
Zandfractie<br />
Gr<strong>in</strong>dfractie<br />
Organische <strong>stof</strong><br />
: 0,7<br />
: 2,7<br />
: 93,3<br />
: 3,4<br />
: 0,0<br />
opdracht:<br />
VH-5910
korrelgrootte <strong>in</strong> µm korrelgrootte <strong>in</strong> mm<br />
0<br />
63<br />
45<br />
31,5<br />
22,4<br />
16<br />
11,2<br />
8<br />
4<br />
2<br />
2000<br />
1000<br />
500<br />
250<br />
180<br />
125<br />
63<br />
50<br />
40<br />
30<br />
20<br />
15<br />
10 987<br />
6<br />
5<br />
4<br />
3<br />
2<br />
1<br />
100<br />
10<br />
90<br />
20<br />
80<br />
30<br />
70<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
Sommatie <strong>in</strong> gewichtsprocenten<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
40<br />
60<br />
50<br />
50<br />
60<br />
40<br />
Doorgang (%)<br />
70<br />
30<br />
80<br />
20<br />
90<br />
10<br />
100<br />
0<br />
uiterst grof<br />
zeer<br />
grof<br />
matig<br />
grof<br />
matig<br />
fijn<br />
zeer<br />
fijn<br />
uiterst<br />
fijn<br />
fijn matig grof<br />
korrelver<strong>de</strong>l<strong>in</strong>g volgens<br />
ETC5-C4.97<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVD_W-067+96_zakje<br />
datum: 3-6-2010<br />
fijn matig grof zeer grof<br />
fijnzandfractie grofzandfractie<br />
siltfractie<br />
lutumfractie<br />
zandfractie gr<strong>in</strong>dfractie<br />
leemfractie<br />
Gelijkmatigheidscoëfficiënt zandfractie (NEN5104)<br />
: 607 µm<br />
60<br />
D<br />
Monstergegevens<br />
Bor<strong>in</strong>g : W-067+96<br />
: 194 µm<br />
10<br />
D<br />
: zakje<br />
Monster<br />
opdracht:<br />
: 3,1 (spreid<strong>in</strong>g: zeer groot)<br />
10<br />
D 60 /D<br />
: 1,20 - 3,00 m - mv<br />
Diepte<br />
: Uiterst grof zand, matig gr<strong>in</strong>dig<br />
Zandmediaan<br />
Klassificatie<br />
NEN5104<br />
: 483 µm<br />
Z<br />
M<br />
: nat gezeefd<br />
Metho<strong>de</strong><br />
VH-5910
<strong>Opdrachtgegevens</strong>:<br />
Opdracht<br />
Bor<strong>in</strong>g<br />
Monster<br />
Diepte<br />
: VH-5910<br />
: W-067+96<br />
: zakje<br />
: 1,20 - 3,00 m - mv<br />
Omschrijv<strong>in</strong>gen volgens driehoeken:<br />
g2<br />
Gs<br />
g3<br />
g1<br />
lutum + silt zand<br />
0<br />
20<br />
Gz1 Gz2 Gz3<br />
(NEN 5104)<br />
70<br />
85<br />
95<br />
100<br />
Toevoeg<strong>in</strong>g : matig gr<strong>in</strong>dig (g2)<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
0<br />
Gz4<br />
100 90 70 50<br />
gr<strong>in</strong>d<br />
30 15 5 0<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
100<br />
<strong>Korrelgroottever<strong>de</strong>l<strong>in</strong>g</strong> <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
M<strong>in</strong>. <strong>de</strong>len < 11,2 mm : 100,00<br />
M<strong>in</strong>. <strong>de</strong>len < 8,0 mm : 98,31<br />
M<strong>in</strong>. <strong>de</strong>len < 4,0 mm : 95,32<br />
M<strong>in</strong>. <strong>de</strong>len < 2,0 mm : 88,55<br />
M<strong>in</strong>. <strong>de</strong>len < 1,0 mm : 78,30<br />
M<strong>in</strong>. <strong>de</strong>len < 0,5 mm : 47,04<br />
M<strong>in</strong>. <strong>de</strong>len < 250 µm : 17,07<br />
M<strong>in</strong>. <strong>de</strong>len < 180 µm : 8,61<br />
M<strong>in</strong>. <strong>de</strong>len < 125 µm : 3,63<br />
M<strong>in</strong>. <strong>de</strong>len < 63 µm : 1,54<br />
(NEN 5104)<br />
zand (Z)<br />
85<br />
100<br />
Ks1<br />
lutum silt<br />
Ks2<br />
5 Zk<br />
Zs1 Zs2<br />
Kz1<br />
Kz2<br />
Kz3<br />
Zs3 Zs4<br />
Ks3<br />
Ks4<br />
Lz3<br />
Lz1<br />
100<br />
zand<br />
812<br />
50<br />
50<br />
65<br />
35<br />
25<br />
17,5<br />
0<br />
75<br />
100<br />
100 90 82,5 67,5 50<br />
15 0<br />
zwak siltig zand (Zs1)<br />
De lutumfractie is niet bepaald.<br />
bijlage bij<br />
korrelver<strong>de</strong>l<strong>in</strong>g KVD38<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVB_W-067+96_zakje<br />
datum: 3-6-2010<br />
0<br />
De eerste omschrijv<strong>in</strong>g gaat uit <strong>van</strong> 0% lutumfractie,<br />
<strong>de</strong> twee<strong>de</strong> <strong>van</strong> 0% siltfractie.<br />
Fractiever<strong>de</strong>l<strong>in</strong>g <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
Lutumfractie<br />
Siltfractie<br />
Zandfractie<br />
Gr<strong>in</strong>dfractie<br />
Organische <strong>stof</strong><br />
: 0,3<br />
: 1,2<br />
: 87,0<br />
: 11,4<br />
: 0,0<br />
opdracht:<br />
VH-5910
korrelgrootte <strong>in</strong> µm korrelgrootte <strong>in</strong> mm<br />
0<br />
63<br />
45<br />
31,5<br />
22,4<br />
16<br />
11,2<br />
8<br />
4<br />
2<br />
2000<br />
1000<br />
500<br />
250<br />
180<br />
125<br />
63<br />
50<br />
40<br />
30<br />
20<br />
15<br />
10 987<br />
6<br />
5<br />
4<br />
3<br />
2<br />
1<br />
100<br />
10<br />
90<br />
20<br />
80<br />
30<br />
70<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
Sommatie <strong>in</strong> gewichtsprocenten<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
40<br />
60<br />
50<br />
50<br />
60<br />
40<br />
Doorgang (%)<br />
70<br />
30<br />
80<br />
20<br />
90<br />
10<br />
100<br />
0<br />
uiterst grof<br />
zeer<br />
grof<br />
matig<br />
grof<br />
matig<br />
fijn<br />
zeer<br />
fijn<br />
uiterst<br />
fijn<br />
fijn matig grof<br />
korrelver<strong>de</strong>l<strong>in</strong>g volgens<br />
ETC5-C4.97<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVD_W-069+02_zakje<br />
datum: 3-6-2010<br />
fijn matig grof zeer grof<br />
fijnzandfractie grofzandfractie<br />
siltfractie<br />
lutumfractie<br />
zandfractie gr<strong>in</strong>dfractie<br />
leemfractie<br />
Gelijkmatigheidscoëfficiënt zandfractie (NEN5104)<br />
: 599 µm<br />
60<br />
D<br />
Monstergegevens<br />
Bor<strong>in</strong>g : W-069+02<br />
: 264 µm<br />
10<br />
D<br />
: zakje<br />
Monster<br />
opdracht:<br />
: 2,3 (spreid<strong>in</strong>g: matig groot)<br />
10<br />
D 60 /D<br />
: 2,10 - 3,00 m - mv<br />
Diepte<br />
: Uiterst grof zwak siltig zand, zwak gr<strong>in</strong>dig<br />
Zandmediaan<br />
Klassificatie<br />
NEN5104<br />
: 490 µm<br />
Z<br />
M<br />
: nat gezeefd<br />
Metho<strong>de</strong><br />
VH-5910
<strong>Opdrachtgegevens</strong>:<br />
Opdracht<br />
Bor<strong>in</strong>g<br />
Monster<br />
Diepte<br />
: VH-5910<br />
: W-069+02<br />
: zakje<br />
: 2,10 - 3,00 m - mv<br />
Omschrijv<strong>in</strong>gen volgens driehoeken:<br />
g2<br />
Gs<br />
g3<br />
g1<br />
lutum + silt zand<br />
0<br />
20<br />
Gz1 Gz2 Gz3<br />
(NEN 5104)<br />
70<br />
85<br />
95<br />
100<br />
Toevoeg<strong>in</strong>g : zwak gr<strong>in</strong>dig (g1)<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
0<br />
Gz4<br />
100 90 70 50<br />
gr<strong>in</strong>d<br />
30 15 5 0<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
100<br />
<strong>Korrelgroottever<strong>de</strong>l<strong>in</strong>g</strong> <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
M<strong>in</strong>. <strong>de</strong>len < 8,0 mm : 99,99<br />
M<strong>in</strong>. <strong>de</strong>len < 4,0 mm : 99,03<br />
M<strong>in</strong>. <strong>de</strong>len < 2,0 mm : 97,09<br />
M<strong>in</strong>. <strong>de</strong>len < 1,0 mm : 90,97<br />
M<strong>in</strong>. <strong>de</strong>len < 0,5 mm : 51,54<br />
M<strong>in</strong>. <strong>de</strong>len < 250 µm : 9,79<br />
M<strong>in</strong>. <strong>de</strong>len < 180 µm : 5,03<br />
M<strong>in</strong>. <strong>de</strong>len < 125 µm : 3,38<br />
M<strong>in</strong>. <strong>de</strong>len < 63 µm : 2,76<br />
(NEN 5104)<br />
85<br />
100<br />
Ks1<br />
lutum silt<br />
Ks2<br />
5 Zk<br />
Zs1 Zs2<br />
Kz1<br />
Kz2<br />
Kz3<br />
Zs3 Zs4<br />
Ks3<br />
Ks4<br />
Lz3<br />
Lz1<br />
100<br />
zand<br />
812<br />
50<br />
50<br />
65<br />
35<br />
25<br />
17,5<br />
0<br />
75<br />
100<br />
100 90 82,5 67,5 50<br />
15 0<br />
zwak siltig zand (Zs1)<br />
zwak siltig zand (Zs1)<br />
De lutumfractie is niet bepaald.<br />
bijlage bij<br />
korrelver<strong>de</strong>l<strong>in</strong>g KVD33<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVB_W-069+02_zakje<br />
datum: 3-6-2010<br />
0<br />
De eerste omschrijv<strong>in</strong>g gaat uit <strong>van</strong> 0% lutumfractie,<br />
<strong>de</strong> twee<strong>de</strong> <strong>van</strong> 0% siltfractie.<br />
Fractiever<strong>de</strong>l<strong>in</strong>g <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
Lutumfractie<br />
Siltfractie<br />
Zandfractie<br />
Gr<strong>in</strong>dfractie<br />
Organische <strong>stof</strong><br />
: 0,5<br />
: 2,3<br />
: 94,3<br />
: 2,9<br />
: 0,0<br />
opdracht:<br />
VH-5910
korrelgrootte <strong>in</strong> µm korrelgrootte <strong>in</strong> mm<br />
0<br />
63<br />
45<br />
31,5<br />
22,4<br />
16<br />
11,2<br />
8<br />
4<br />
2<br />
2000<br />
1000<br />
500<br />
250<br />
180<br />
125<br />
63<br />
50<br />
40<br />
30<br />
20<br />
15<br />
10 987<br />
6<br />
5<br />
4<br />
3<br />
2<br />
1<br />
100<br />
10<br />
90<br />
20<br />
80<br />
30<br />
70<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
Sommatie <strong>in</strong> gewichtsprocenten<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
40<br />
60<br />
50<br />
50<br />
60<br />
40<br />
Doorgang (%)<br />
70<br />
30<br />
80<br />
20<br />
90<br />
10<br />
100<br />
0<br />
uiterst grof<br />
zeer<br />
grof<br />
matig<br />
grof<br />
matig<br />
fijn<br />
zeer<br />
fijn<br />
uiterst<br />
fijn<br />
fijn matig grof<br />
korrelver<strong>de</strong>l<strong>in</strong>g volgens<br />
ETC5-C4.97<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVD_W-070+26_zakje<br />
datum: 3-6-2010<br />
fijn matig grof zeer grof<br />
fijnzandfractie grofzandfractie<br />
siltfractie<br />
lutumfractie<br />
zandfractie gr<strong>in</strong>dfractie<br />
leemfractie<br />
Gelijkmatigheidscoëfficiënt zandfractie (NEN5104)<br />
: 226 µm<br />
60<br />
D<br />
Monstergegevens<br />
Bor<strong>in</strong>g : W-070+26<br />
: 95 µm<br />
10<br />
D<br />
: zakje<br />
Monster<br />
opdracht:<br />
: 2,4 (spreid<strong>in</strong>g: matig groot)<br />
10<br />
D 60 /D<br />
: 0,50 - 0,80 m - mv<br />
Diepte<br />
: Matig fijn sterk siltig zand, zwak gr<strong>in</strong>dig<br />
Zandmediaan<br />
Klassificatie<br />
NEN5104<br />
: 200 µm<br />
Z<br />
M<br />
: nat gezeefd<br />
Metho<strong>de</strong><br />
VH-5910
<strong>Opdrachtgegevens</strong>:<br />
Opdracht<br />
Bor<strong>in</strong>g<br />
Monster<br />
Diepte<br />
: VH-5910<br />
: W-070+26<br />
: zakje<br />
: 0,50 - 0,80 m - mv<br />
Omschrijv<strong>in</strong>gen volgens driehoeken:<br />
g2<br />
Gs<br />
g3<br />
g1<br />
lutum + silt zand<br />
0<br />
20<br />
Gz1 Gz2 Gz3<br />
(NEN 5104)<br />
70<br />
85<br />
95<br />
100<br />
Toevoeg<strong>in</strong>g : zwak gr<strong>in</strong>dig (g1)<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
0<br />
Gz4<br />
100 90 70 50<br />
gr<strong>in</strong>d<br />
30 15 5 0<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
100<br />
<strong>Korrelgroottever<strong>de</strong>l<strong>in</strong>g</strong> <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
M<strong>in</strong>. <strong>de</strong>len < 4,0 mm : 99,42<br />
M<strong>in</strong>. <strong>de</strong>len < 2,0 mm : 98,45<br />
M<strong>in</strong>. <strong>de</strong>len < 1,0 mm : 97,68<br />
M<strong>in</strong>. <strong>de</strong>len < 0,5 mm : 95,56<br />
M<strong>in</strong>. <strong>de</strong>len < 250 µm : 75,75<br />
M<strong>in</strong>. <strong>de</strong>len < 180 µm : 55,37<br />
M<strong>in</strong>. <strong>de</strong>len < 125 µm : 38,65<br />
M<strong>in</strong>. <strong>de</strong>len < 63 µm : 24,07<br />
(NEN 5104)<br />
85<br />
100<br />
Ks1<br />
lutum silt<br />
Ks2<br />
5 Zk<br />
Zs1 Zs2<br />
Kz1<br />
Kz2<br />
Kz3<br />
Zs3 Zs4<br />
Ks3<br />
Ks4<br />
Lz3<br />
Lz1<br />
100<br />
zand<br />
812<br />
50<br />
50<br />
65<br />
35<br />
25<br />
17,5<br />
0<br />
75<br />
100<br />
100 90 82,5 67,5 50<br />
15 0<br />
sterk siltig zand (Zs3)<br />
De lutumfractie is niet bepaald.<br />
bijlage bij<br />
korrelver<strong>de</strong>l<strong>in</strong>g KVD34<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVB_W-070+26_zakje<br />
datum: 3-6-2010<br />
0<br />
De eerste omschrijv<strong>in</strong>g gaat uit <strong>van</strong> 0% lutumfractie,<br />
<strong>de</strong> twee<strong>de</strong> <strong>van</strong> 0% siltfractie.<br />
Fractiever<strong>de</strong>l<strong>in</strong>g <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
Lutumfractie<br />
Siltfractie<br />
Zandfractie<br />
Gr<strong>in</strong>dfractie<br />
Organische <strong>stof</strong><br />
: 5,0<br />
: 19,1<br />
: 74,4<br />
: 1,5<br />
: 0,0<br />
opdracht:<br />
VH-5910
korrelgrootte <strong>in</strong> µm korrelgrootte <strong>in</strong> mm<br />
0<br />
63<br />
45<br />
31,5<br />
22,4<br />
16<br />
11,2<br />
8<br />
4<br />
2<br />
2000<br />
1000<br />
500<br />
250<br />
180<br />
125<br />
63<br />
50<br />
40<br />
30<br />
20<br />
15<br />
10 987<br />
6<br />
5<br />
4<br />
3<br />
2<br />
1<br />
100<br />
10<br />
90<br />
20<br />
80<br />
30<br />
70<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
Sommatie <strong>in</strong> gewichtsprocenten<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
40<br />
60<br />
50<br />
50<br />
60<br />
40<br />
Doorgang (%)<br />
70<br />
30<br />
80<br />
20<br />
90<br />
10<br />
100<br />
0<br />
uiterst grof<br />
zeer<br />
grof<br />
matig<br />
grof<br />
matig<br />
fijn<br />
zeer<br />
fijn<br />
uiterst<br />
fijn<br />
fijn matig grof<br />
korrelver<strong>de</strong>l<strong>in</strong>g volgens<br />
ETC5-C4.97<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVD_W-079+69D_zakje<br />
datum: 3-6-2010<br />
fijn matig grof zeer grof<br />
fijnzandfractie grofzandfractie<br />
siltfractie<br />
lutumfractie<br />
zandfractie gr<strong>in</strong>dfractie<br />
leemfractie<br />
Gelijkmatigheidscoëfficiënt zandfractie (NEN5104)<br />
: 228 µm<br />
60<br />
D<br />
Monstergegevens<br />
Bor<strong>in</strong>g : W-079+69D<br />
: 109 µm<br />
10<br />
D<br />
: zakje<br />
Monster<br />
opdracht:<br />
: 2,1 (spreid<strong>in</strong>g: matig kle<strong>in</strong>)<br />
10<br />
D 60 /D<br />
: 0,80 - 1,50 m - mv<br />
Diepte<br />
: Matig fijn matig siltig zand<br />
Zandmediaan<br />
Klassificatie<br />
NEN5104<br />
: 205 µm<br />
Z<br />
M<br />
: nat gezeefd<br />
Metho<strong>de</strong><br />
VH-5910
<strong>Opdrachtgegevens</strong>:<br />
Opdracht<br />
Bor<strong>in</strong>g<br />
Monster<br />
Diepte<br />
: VH-5910<br />
: W-079+69D<br />
: zakje<br />
: 0,80 - 1,50 m - mv<br />
Omschrijv<strong>in</strong>gen volgens driehoeken:<br />
(NEN 5104)<br />
85<br />
100<br />
matig siltig zand (Zs2)<br />
sterk zandige klei (Kz3)<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
Ks1<br />
lutum silt<br />
Ks2<br />
5 Zk<br />
Zs1 Zs2<br />
Kz1<br />
Kz2<br />
Kz3<br />
Zs3 Zs4<br />
Ks3<br />
Ks4<br />
Lz3<br />
Lz1<br />
100<br />
zand<br />
812<br />
50<br />
50<br />
65<br />
35<br />
25<br />
17,5<br />
0<br />
75<br />
100<br />
100 90 82,5 67,5 50<br />
15 0<br />
De lutumfractie is niet bepaald.<br />
0<br />
De eerste omschrijv<strong>in</strong>g gaat uit <strong>van</strong> 0% lutumfractie,<br />
<strong>de</strong> twee<strong>de</strong> <strong>van</strong> 0% siltfractie.<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
<strong>Korrelgroottever<strong>de</strong>l<strong>in</strong>g</strong> <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
M<strong>in</strong>. <strong>de</strong>len < 2,0 mm : 99,90<br />
M<strong>in</strong>. <strong>de</strong>len < 1,0 mm : 99,80<br />
M<strong>in</strong>. <strong>de</strong>len < 0,5 mm : 97,46<br />
M<strong>in</strong>. <strong>de</strong>len < 250 µm : 73,53<br />
M<strong>in</strong>. <strong>de</strong>len < 180 µm : 47,75<br />
M<strong>in</strong>. <strong>de</strong>len < 125 µm : 25,58<br />
M<strong>in</strong>. <strong>de</strong>len < 63 µm : 14,05<br />
Fractiever<strong>de</strong>l<strong>in</strong>g <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
Lutumfractie<br />
Siltfractie<br />
Zandfractie<br />
Gr<strong>in</strong>dfractie<br />
Organische <strong>stof</strong><br />
bijlage bij<br />
korrelver<strong>de</strong>l<strong>in</strong>g KVD50<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVB_W-079+69D_zakje<br />
datum: 3-6-2010<br />
: 2,8<br />
: 11,3<br />
: 85,8<br />
: 0,0<br />
: 0,0<br />
opdracht:<br />
VH-5910
korrelgrootte <strong>in</strong> µm korrelgrootte <strong>in</strong> mm<br />
0<br />
63<br />
45<br />
31,5<br />
22,4<br />
16<br />
11,2<br />
8<br />
4<br />
2<br />
2000<br />
1000<br />
500<br />
250<br />
180<br />
125<br />
63<br />
50<br />
40<br />
30<br />
20<br />
15<br />
10 987<br />
6<br />
5<br />
4<br />
3<br />
2<br />
1<br />
100<br />
10<br />
90<br />
20<br />
80<br />
30<br />
70<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
Sommatie <strong>in</strong> gewichtsprocenten<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
40<br />
60<br />
50<br />
50<br />
60<br />
40<br />
Doorgang (%)<br />
70<br />
30<br />
80<br />
20<br />
90<br />
10<br />
100<br />
0<br />
uiterst grof<br />
zeer<br />
grof<br />
matig<br />
grof<br />
matig<br />
fijn<br />
zeer<br />
fijn<br />
uiterst<br />
fijn<br />
fijn matig grof<br />
korrelver<strong>de</strong>l<strong>in</strong>g volgens<br />
ETC5-C4.97<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVD_W-080+95C_zakje<br />
datum: 3-6-2010<br />
fijn matig grof zeer grof<br />
fijnzandfractie grofzandfractie<br />
siltfractie<br />
lutumfractie<br />
zandfractie gr<strong>in</strong>dfractie<br />
leemfractie<br />
Gelijkmatigheidscoëfficiënt zandfractie (NEN5104)<br />
: 220 µm<br />
60<br />
D<br />
Monstergegevens<br />
Bor<strong>in</strong>g : W-080+95C<br />
: 99 µm<br />
10<br />
D<br />
: zakje<br />
Monster<br />
opdracht:<br />
: 2,2 (spreid<strong>in</strong>g: matig groot)<br />
10<br />
D 60 /D<br />
: 0,70 - 1,50 m - mv<br />
Diepte<br />
: Matig fijn zwak siltig zand<br />
Zandmediaan<br />
Klassificatie<br />
NEN5104<br />
: 197 µm<br />
Z<br />
M<br />
: nat gezeefd<br />
Metho<strong>de</strong><br />
VH-5910
<strong>Opdrachtgegevens</strong>:<br />
Opdracht<br />
Bor<strong>in</strong>g<br />
Monster<br />
Diepte<br />
: VH-5910<br />
: W-080+95C<br />
: zakje<br />
: 0,70 - 1,50 m - mv<br />
Omschrijv<strong>in</strong>gen volgens driehoeken:<br />
g2<br />
Gs<br />
g3<br />
g1<br />
lutum + silt zand<br />
0<br />
20<br />
Gz1 Gz2 Gz3<br />
(NEN 5104)<br />
70<br />
85<br />
95<br />
100<br />
Toevoeg<strong>in</strong>g : geen gr<strong>in</strong>d<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
0<br />
Gz4<br />
100 90 70 50<br />
gr<strong>in</strong>d<br />
30 15 5 0<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
100<br />
<strong>Korrelgroottever<strong>de</strong>l<strong>in</strong>g</strong> <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
M<strong>in</strong>. <strong>de</strong>len < 4,0 mm : 99,90<br />
M<strong>in</strong>. <strong>de</strong>len < 2,0 mm : 99,70<br />
M<strong>in</strong>. <strong>de</strong>len < 1,0 mm : 98,91<br />
M<strong>in</strong>. <strong>de</strong>len < 0,5 mm : 95,84<br />
M<strong>in</strong>. <strong>de</strong>len < 250 µm : 75,16<br />
M<strong>in</strong>. <strong>de</strong>len < 180 µm : 47,24<br />
M<strong>in</strong>. <strong>de</strong>len < 125 µm : 23,69<br />
M<strong>in</strong>. <strong>de</strong>len < 63 µm : 8,05<br />
(NEN 5104)<br />
85<br />
zwak siltig zand (Zs1)<br />
kleiig zand (Zk)<br />
100<br />
Ks1<br />
lutum silt<br />
Ks2<br />
5 Zk<br />
Zs1 Zs2<br />
Kz1<br />
Kz2<br />
Kz3<br />
Zs3 Zs4<br />
Ks3<br />
Ks4<br />
Lz3<br />
Lz1<br />
100<br />
zand<br />
812<br />
50<br />
50<br />
65<br />
35<br />
25<br />
17,5<br />
0<br />
75<br />
100<br />
100 90 82,5 67,5 50<br />
15 0<br />
De lutumfractie is niet bepaald.<br />
bijlage bij<br />
korrelver<strong>de</strong>l<strong>in</strong>g KVD49<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVB_W-080+95C_zakje<br />
datum: 3-6-2010<br />
0<br />
De eerste omschrijv<strong>in</strong>g gaat uit <strong>van</strong> 0% lutumfractie,<br />
<strong>de</strong> twee<strong>de</strong> <strong>van</strong> 0% siltfractie.<br />
Fractiever<strong>de</strong>l<strong>in</strong>g <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
Lutumfractie<br />
Siltfractie<br />
Zandfractie<br />
Gr<strong>in</strong>dfractie<br />
Organische <strong>stof</strong><br />
: 1,6<br />
: 6,4<br />
: 91,7<br />
: 0,3<br />
: 0,0<br />
opdracht:<br />
VH-5910
korrelgrootte <strong>in</strong> µm korrelgrootte <strong>in</strong> mm<br />
0<br />
63<br />
45<br />
31,5<br />
22,4<br />
16<br />
11,2<br />
8<br />
4<br />
2<br />
2000<br />
1000<br />
500<br />
250<br />
180<br />
125<br />
63<br />
50<br />
40<br />
30<br />
20<br />
15<br />
10 987<br />
6<br />
5<br />
4<br />
3<br />
2<br />
1<br />
100<br />
10<br />
90<br />
20<br />
80<br />
30<br />
70<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
Sommatie <strong>in</strong> gewichtsprocenten<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
40<br />
60<br />
50<br />
50<br />
60<br />
40<br />
Doorgang (%)<br />
70<br />
30<br />
80<br />
20<br />
90<br />
10<br />
100<br />
0<br />
uiterst grof<br />
zeer<br />
grof<br />
matig<br />
grof<br />
matig<br />
fijn<br />
zeer<br />
fijn<br />
uiterst<br />
fijn<br />
fijn matig grof<br />
korrelver<strong>de</strong>l<strong>in</strong>g volgens<br />
ETC5-C4.97<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVD_W-083+89D_zakje<br />
datum: 3-6-2010<br />
fijn matig grof zeer grof<br />
fijnzandfractie grofzandfractie<br />
siltfractie<br />
lutumfractie<br />
zandfractie gr<strong>in</strong>dfractie<br />
leemfractie<br />
Gelijkmatigheidscoëfficiënt zandfractie (NEN5104)<br />
: 229 µm<br />
60<br />
D<br />
Monstergegevens<br />
Bor<strong>in</strong>g : W-083+89D<br />
: 101 µm<br />
10<br />
D<br />
: zakje<br />
Monster<br />
opdracht:<br />
: 2,3 (spreid<strong>in</strong>g: matig groot)<br />
10<br />
D 60 /D<br />
: 1,10 - 1,90 m - mv<br />
Diepte<br />
: Matig fijn matig siltig zand<br />
Zandmediaan<br />
Klassificatie<br />
NEN5104<br />
: 207 µm<br />
Z<br />
M<br />
: nat gezeefd<br />
Metho<strong>de</strong><br />
VH-5910
<strong>Opdrachtgegevens</strong>:<br />
Opdracht<br />
Bor<strong>in</strong>g<br />
Monster<br />
Diepte<br />
: VH-5910<br />
: W-083+89D<br />
: zakje<br />
: 1,10 - 1,90 m - mv<br />
Omschrijv<strong>in</strong>gen volgens driehoeken:<br />
g2<br />
Gs<br />
g3<br />
g1<br />
lutum + silt zand<br />
0<br />
20<br />
Gz1 Gz2 Gz3<br />
(NEN 5104)<br />
70<br />
85<br />
95<br />
100<br />
Toevoeg<strong>in</strong>g : geen gr<strong>in</strong>d<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
0<br />
Gz4<br />
100 90 70 50<br />
gr<strong>in</strong>d<br />
30 15 5 0<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
100<br />
<strong>Korrelgroottever<strong>de</strong>l<strong>in</strong>g</strong> <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
M<strong>in</strong>. <strong>de</strong>len < 4,0 mm : 99,80<br />
M<strong>in</strong>. <strong>de</strong>len < 2,0 mm : 99,21<br />
M<strong>in</strong>. <strong>de</strong>len < 1,0 mm : 97,82<br />
M<strong>in</strong>. <strong>de</strong>len < 0,5 mm : 94,54<br />
M<strong>in</strong>. <strong>de</strong>len < 250 µm : 74,01<br />
M<strong>in</strong>. <strong>de</strong>len < 180 µm : 47,81<br />
M<strong>in</strong>. <strong>de</strong>len < 125 µm : 29,85<br />
M<strong>in</strong>. <strong>de</strong>len < 63 µm : 16,36<br />
(NEN 5104)<br />
85<br />
100<br />
Ks1<br />
lutum silt<br />
Ks2<br />
5 Zk<br />
Zs1 Zs2<br />
Kz1<br />
Kz2<br />
Kz3<br />
Zs3 Zs4<br />
Ks3<br />
Ks4<br />
Lz3<br />
Lz1<br />
100<br />
zand<br />
812<br />
50<br />
50<br />
65<br />
35<br />
25<br />
17,5<br />
0<br />
75<br />
100<br />
100 90 82,5 67,5 50<br />
15 0<br />
matig siltig zand (Zs2)<br />
matig zandige klei (Kz2)<br />
De lutumfractie is niet bepaald.<br />
bijlage bij<br />
korrelver<strong>de</strong>l<strong>in</strong>g KVD48<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVB_W-083+89D_zakje<br />
datum: 3-6-2010<br />
0<br />
De eerste omschrijv<strong>in</strong>g gaat uit <strong>van</strong> 0% lutumfractie,<br />
<strong>de</strong> twee<strong>de</strong> <strong>van</strong> 0% siltfractie.<br />
Fractiever<strong>de</strong>l<strong>in</strong>g <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
Lutumfractie<br />
Siltfractie<br />
Zandfractie<br />
Gr<strong>in</strong>dfractie<br />
Organische <strong>stof</strong><br />
: 3,0<br />
: 13,4<br />
: 82,8<br />
: 0,8<br />
: 0,0<br />
opdracht:<br />
VH-5910
korrelgrootte <strong>in</strong> µm korrelgrootte <strong>in</strong> mm<br />
0<br />
63<br />
45<br />
31,5<br />
22,4<br />
16<br />
11,2<br />
8<br />
4<br />
2<br />
2000<br />
1000<br />
500<br />
250<br />
180<br />
125<br />
63<br />
50<br />
40<br />
30<br />
20<br />
15<br />
10 987<br />
6<br />
5<br />
4<br />
3<br />
2<br />
1<br />
100<br />
10<br />
90<br />
20<br />
80<br />
30<br />
70<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
Sommatie <strong>in</strong> gewichtsprocenten<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
40<br />
60<br />
50<br />
50<br />
60<br />
40<br />
Doorgang (%)<br />
70<br />
30<br />
80<br />
20<br />
90<br />
10<br />
100<br />
0<br />
uiterst grof<br />
zeer<br />
grof<br />
matig<br />
grof<br />
matig<br />
fijn<br />
zeer<br />
fijn<br />
uiterst<br />
fijn<br />
fijn matig grof<br />
korrelver<strong>de</strong>l<strong>in</strong>g volgens<br />
ETC5-C4.97<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVD_W-085+05C_zakje<br />
datum: 3-6-2010<br />
fijn matig grof zeer grof<br />
fijnzandfractie grofzandfractie<br />
siltfractie<br />
lutumfractie<br />
zandfractie gr<strong>in</strong>dfractie<br />
leemfractie<br />
Gelijkmatigheidscoëfficiënt zandfractie (NEN5104)<br />
: 200 µm<br />
60<br />
D<br />
Monstergegevens<br />
Bor<strong>in</strong>g : W-085+05C<br />
: 86 µm<br />
10<br />
D<br />
: zakje<br />
Monster<br />
opdracht:<br />
: 2,3 (spreid<strong>in</strong>g: matig groot)<br />
10<br />
D 60 /D<br />
: 1,10 - 1,50 m - mv<br />
Diepte<br />
: Matig fijn sterk siltig zand, zwak gr<strong>in</strong>dig<br />
Zandmediaan<br />
Klassificatie<br />
NEN5104<br />
: 173 µm<br />
Z<br />
M<br />
: nat gezeefd<br />
Metho<strong>de</strong><br />
VH-5910
<strong>Opdrachtgegevens</strong>:<br />
Opdracht<br />
Bor<strong>in</strong>g<br />
Monster<br />
Diepte<br />
: VH-5910<br />
: W-085+05C<br />
: zakje<br />
: 1,10 - 1,50 m - mv<br />
Omschrijv<strong>in</strong>gen volgens driehoeken:<br />
g2<br />
Gs<br />
g3<br />
g1<br />
lutum + silt zand<br />
0<br />
20<br />
Gz1 Gz2 Gz3<br />
(NEN 5104)<br />
70<br />
85<br />
95<br />
100<br />
Toevoeg<strong>in</strong>g : zwak gr<strong>in</strong>dig (g1)<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
0<br />
Gz4<br />
100 90 70 50<br />
gr<strong>in</strong>d<br />
30 15 5 0<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
100<br />
<strong>Korrelgroottever<strong>de</strong>l<strong>in</strong>g</strong> <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
M<strong>in</strong>. <strong>de</strong>len < 4,0 mm : 98,23<br />
M<strong>in</strong>. <strong>de</strong>len < 2,0 mm : 96,17<br />
M<strong>in</strong>. <strong>de</strong>len < 1,0 mm : 94,79<br />
M<strong>in</strong>. <strong>de</strong>len < 0,5 mm : 92,13<br />
M<strong>in</strong>. <strong>de</strong>len < 250 µm : 81,42<br />
M<strong>in</strong>. <strong>de</strong>len < 180 µm : 66,27<br />
M<strong>in</strong>. <strong>de</strong>len < 125 µm : 49,46<br />
M<strong>in</strong>. <strong>de</strong>len < 63 µm : 32,35<br />
(NEN 5104)<br />
85<br />
100<br />
Ks1<br />
lutum silt<br />
Ks2<br />
5 Zk<br />
Zs1 Zs2<br />
Kz1<br />
Kz2<br />
Kz3<br />
Zs3 Zs4<br />
Ks3<br />
Ks4<br />
Lz3<br />
Lz1<br />
100<br />
zand<br />
812<br />
50<br />
50<br />
65<br />
35<br />
25<br />
17,5<br />
0<br />
75<br />
100<br />
100 90 82,5 67,5 50<br />
15 0<br />
sterk siltig zand (Zs3)<br />
sterk siltige klei (Ks3)<br />
De lutumfractie is niet bepaald.<br />
bijlage bij<br />
korrelver<strong>de</strong>l<strong>in</strong>g KVD51<br />
uitv.: SHT<br />
acc.:<br />
bijl.: KVB_W-085+05C_zakje<br />
datum: 3-6-2010<br />
0<br />
De eerste omschrijv<strong>in</strong>g gaat uit <strong>van</strong> 0% lutumfractie,<br />
<strong>de</strong> twee<strong>de</strong> <strong>van</strong> 0% siltfractie.<br />
Fractiever<strong>de</strong>l<strong>in</strong>g <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
Lutumfractie<br />
Siltfractie<br />
Zandfractie<br />
Gr<strong>in</strong>dfractie<br />
Organische <strong>stof</strong><br />
: 6,5<br />
: 25,9<br />
: 63,8<br />
: 3,8<br />
: 0,0<br />
opdracht:<br />
VH-5910
korrelgrootte <strong>in</strong> µm korrelgrootte <strong>in</strong> mm<br />
0<br />
63<br />
45<br />
31,5<br />
22,4<br />
16<br />
11,2<br />
8<br />
4<br />
2<br />
2000<br />
1000<br />
500<br />
250<br />
180<br />
125<br />
63<br />
50<br />
40<br />
30<br />
20<br />
15<br />
10 987<br />
6<br />
5<br />
4<br />
3<br />
2<br />
1<br />
100<br />
10<br />
90<br />
20<br />
80<br />
30<br />
70<br />
Sommatie <strong>in</strong> gewichtsprocenten<br />
Doorgang (%)<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
40<br />
60<br />
50<br />
50<br />
60<br />
40<br />
70<br />
30<br />
80<br />
20<br />
90<br />
10<br />
korrelver<strong>de</strong>l<strong>in</strong>g volgens uitv.: SHT<br />
ETC5-C4.97 bijl.: KVD_MM01_emmer<br />
acc.:<br />
datum: 3-6-2010<br />
100<br />
0<br />
uiterst grof<br />
zeer<br />
grof<br />
matig<br />
grof<br />
matig<br />
fijn<br />
zeer<br />
fijn<br />
uiterst<br />
fijn<br />
fijn matig grof<br />
fijn matig grof zeer grof<br />
fijnzandfractie grofzandfractie<br />
siltfractie<br />
lutumfractie<br />
zandfractie gr<strong>in</strong>dfractie<br />
leemfractie<br />
Overige meetwaar<strong>de</strong>n<br />
Gelijkmatigheidscoëfficiënt zandfractie (NEN5104)<br />
Gloeiverlies : 5,7 %<br />
: 151 µm<br />
60<br />
D<br />
Droge <strong>stof</strong> : 64,7 %<br />
: 75 µm<br />
10<br />
D<br />
opdracht:<br />
Organische <strong>stof</strong> : 5,6 %<br />
: 2,0 (spreid<strong>in</strong>g: matig kle<strong>in</strong>)<br />
10<br />
D 60/D<br />
Zandmediaan<br />
Monstergegevens<br />
Bor<strong>in</strong>g : MM01<br />
Monster : emmer<br />
Diepte :<br />
Klassificatie : Sterk siltige klei, matig humeus<br />
NEN5104<br />
: 125 µm<br />
Z<br />
M<br />
: nat hydro<br />
Metho<strong>de</strong><br />
VH-5910
<strong>Opdrachtgegevens</strong>:<br />
Opdracht<br />
Bor<strong>in</strong>g<br />
Monster<br />
Diepte<br />
: VH-5910<br />
: MM01<br />
: emmer<br />
:<br />
Omschrijv<strong>in</strong>gen volgens driehoeken:<br />
(NEN 5104)<br />
0<br />
100<br />
matig humeus (h2)<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
Vm<br />
organische <strong>stof</strong><br />
55<br />
lutum<br />
Vk1<br />
35<br />
Vz1<br />
Vk3<br />
70<br />
22,5<br />
Vz3<br />
15<br />
8<br />
2,5<br />
0<br />
h3<br />
h2<br />
h1<br />
84<br />
95<br />
100<br />
100 92<br />
silt + zand<br />
0<br />
30<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
<strong>Korrelgroottever<strong>de</strong>l<strong>in</strong>g</strong> <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
M<strong>in</strong>. <strong>de</strong>len < 0,5 mm : 99,84<br />
M<strong>in</strong>. <strong>de</strong>len < 250 µm : 99,76<br />
M<strong>in</strong>. <strong>de</strong>len < 180 µm : 99,68<br />
M<strong>in</strong>. <strong>de</strong>len < 125 µm : 99,43<br />
M<strong>in</strong>. <strong>de</strong>len < 63 µm : 98,87<br />
M<strong>in</strong>. <strong>de</strong>len < 21,6 µm : 60,96<br />
M<strong>in</strong>. <strong>de</strong>len < 10 µm : 54,48<br />
M<strong>in</strong>. <strong>de</strong>len < 6,3 µm : 50,59<br />
M<strong>in</strong>. <strong>de</strong>len < 4 µm : 45,40<br />
M<strong>in</strong>. <strong>de</strong>len < 2,7 µm : 37,61<br />
M<strong>in</strong>. <strong>de</strong>len < 2 µm : 32,43<br />
M<strong>in</strong>. <strong>de</strong>len < 1,5 µm : 27,88<br />
(NEN 5104)<br />
85<br />
0<br />
100<br />
Ks1<br />
lutum silt<br />
Ks2<br />
5 Zk<br />
Zs1 Zs2<br />
Kz1<br />
Kz2<br />
Kz3<br />
Zs3 Zs4<br />
Ks3<br />
Ks4<br />
Lz3<br />
Lz1<br />
100<br />
zand<br />
812<br />
50<br />
50<br />
65<br />
35<br />
25<br />
17,5<br />
0<br />
75<br />
100<br />
100 90 82,5 67,5 50<br />
15 0<br />
sterk siltige klei (Ks3)<br />
Fractiever<strong>de</strong>l<strong>in</strong>g <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
Lutumfractie<br />
Siltfractie<br />
Zandfractie<br />
Gr<strong>in</strong>dfractie<br />
Organische <strong>stof</strong><br />
bijlage bij<br />
uitv.: SHT<br />
korrelver<strong>de</strong>l<strong>in</strong>g KVD55 bijl.: KVB_MM01_emmer<br />
acc.:<br />
datum: 3-6-2010<br />
: 32,4<br />
: 66,4<br />
: 1,1<br />
: 0,0<br />
: 5,6<br />
opdracht:<br />
VH-5910
korrelgrootte <strong>in</strong> µm korrelgrootte <strong>in</strong> mm<br />
0<br />
63<br />
45<br />
31,5<br />
22,4<br />
16<br />
11,2<br />
8<br />
4<br />
2<br />
2000<br />
1000<br />
500<br />
250<br />
180<br />
125<br />
63<br />
50<br />
40<br />
30<br />
20<br />
15<br />
10 987<br />
6<br />
5<br />
4<br />
3<br />
2<br />
1<br />
100<br />
10<br />
90<br />
20<br />
80<br />
30<br />
70<br />
Sommatie <strong>in</strong> gewichtsprocenten<br />
Doorgang (%)<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
40<br />
60<br />
50<br />
50<br />
60<br />
40<br />
70<br />
30<br />
80<br />
20<br />
90<br />
10<br />
korrelver<strong>de</strong>l<strong>in</strong>g volgens uitv.: SHT<br />
ETC5-C4.97 bijl.: KVD_MM02_emmer<br />
acc.:<br />
datum: 3-6-2010<br />
100<br />
0<br />
uiterst grof<br />
zeer<br />
grof<br />
matig<br />
grof<br />
matig<br />
fijn<br />
zeer<br />
fijn<br />
uiterst<br />
fijn<br />
fijn matig grof<br />
fijn matig grof zeer grof<br />
fijnzandfractie grofzandfractie<br />
siltfractie<br />
lutumfractie<br />
zandfractie gr<strong>in</strong>dfractie<br />
leemfractie<br />
Overige meetwaar<strong>de</strong>n<br />
Gelijkmatigheidscoëfficiënt zandfractie (NEN5104)<br />
Gloeiverlies : 7,3 %<br />
: 154 µm<br />
60<br />
D<br />
Droge <strong>stof</strong> : 72,8 %<br />
: 75 µm<br />
10<br />
D<br />
opdracht:<br />
Organische <strong>stof</strong> : 7,2 %<br />
: 2,0 (spreid<strong>in</strong>g: matig kle<strong>in</strong>)<br />
10<br />
D 60/D<br />
Zandmediaan<br />
Monstergegevens<br />
Bor<strong>in</strong>g : MM02<br />
Monster : emmer<br />
Diepte :<br />
Klassificatie : Matig siltige klei, matig humeus<br />
NEN5104<br />
: 125 µm<br />
Z<br />
M<br />
: nat hydro<br />
Metho<strong>de</strong><br />
VH-5910
<strong>Opdrachtgegevens</strong>:<br />
Opdracht<br />
Bor<strong>in</strong>g<br />
Monster<br />
Diepte<br />
: VH-5910<br />
: MM02<br />
: emmer<br />
:<br />
Omschrijv<strong>in</strong>gen volgens driehoeken:<br />
(NEN 5104)<br />
0<br />
100<br />
matig humeus (h2)<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
Vm<br />
organische <strong>stof</strong><br />
55<br />
lutum<br />
Vk1<br />
35<br />
Vz1<br />
Vk3<br />
70<br />
22,5<br />
Vz3<br />
15<br />
8<br />
2,5<br />
0<br />
h3<br />
h2<br />
h1<br />
84<br />
95<br />
100<br />
100 92<br />
silt + zand<br />
0<br />
30<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
<strong>Korrelgroottever<strong>de</strong>l<strong>in</strong>g</strong> <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
M<strong>in</strong>. <strong>de</strong>len < 1,0 mm : 99,91<br />
M<strong>in</strong>. <strong>de</strong>len < 0,5 mm : 99,82<br />
M<strong>in</strong>. <strong>de</strong>len < 250 µm : 99,38<br />
M<strong>in</strong>. <strong>de</strong>len < 180 µm : 98,84<br />
M<strong>in</strong>. <strong>de</strong>len < 125 µm : 98,13<br />
M<strong>in</strong>. <strong>de</strong>len < 63 µm : 96,25<br />
M<strong>in</strong>. <strong>de</strong>len < 24,8 µm : 57,86<br />
M<strong>in</strong>. <strong>de</strong>len < 18,4 µm : 55,00<br />
M<strong>in</strong>. <strong>de</strong>len < 11,1 µm : 52,15<br />
M<strong>in</strong>. <strong>de</strong>len < 6,6 µm : 50,72<br />
M<strong>in</strong>. <strong>de</strong>len < 3,9 µm : 47,29<br />
M<strong>in</strong>. <strong>de</strong>len < 2,6 µm : 42,86<br />
M<strong>in</strong>. <strong>de</strong>len < 2 µm : 37,14<br />
M<strong>in</strong>. <strong>de</strong>len < 1,7 µm : 34,29<br />
M<strong>in</strong>. <strong>de</strong>len < 1,4 µm : 32,85<br />
(NEN 5104)<br />
85<br />
0<br />
100<br />
Ks1<br />
lutum silt<br />
Ks2<br />
5 Zk<br />
Zs1 Zs2<br />
Kz1<br />
Kz2<br />
Kz3<br />
Zs3 Zs4<br />
Ks3<br />
Ks4<br />
Lz3<br />
Lz1<br />
100<br />
zand<br />
812<br />
50<br />
50<br />
65<br />
35<br />
25<br />
17,5<br />
0<br />
75<br />
100<br />
100 90 82,5 67,5 50<br />
15 0<br />
matig siltige klei (Ks2)<br />
Fractiever<strong>de</strong>l<strong>in</strong>g <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
Lutumfractie<br />
Siltfractie<br />
Zandfractie<br />
Gr<strong>in</strong>dfractie<br />
Organische <strong>stof</strong><br />
bijlage bij<br />
uitv.: SHT<br />
korrelver<strong>de</strong>l<strong>in</strong>g KVD56 bijl.: KVB_MM02_emmer<br />
acc.:<br />
datum: 3-6-2010<br />
: 37,1<br />
: 59,1<br />
: 3,7<br />
: 0,0<br />
: 7,2<br />
opdracht:<br />
VH-5910
korrelgrootte <strong>in</strong> µm korrelgrootte <strong>in</strong> mm<br />
0<br />
63<br />
45<br />
31,5<br />
22,4<br />
16<br />
11,2<br />
8<br />
4<br />
2<br />
2000<br />
1000<br />
500<br />
250<br />
180<br />
125<br />
63<br />
50<br />
40<br />
30<br />
20<br />
15<br />
10 987<br />
6<br />
5<br />
4<br />
3<br />
2<br />
1<br />
100<br />
10<br />
90<br />
20<br />
80<br />
30<br />
70<br />
Sommatie <strong>in</strong> gewichtsprocenten<br />
Doorgang (%)<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
40<br />
60<br />
50<br />
50<br />
60<br />
40<br />
70<br />
30<br />
80<br />
20<br />
90<br />
10<br />
korrelver<strong>de</strong>l<strong>in</strong>g volgens uitv.: SHT<br />
ETC5-C4.97 bijl.: KVD_MM03_emmer<br />
acc.:<br />
datum: 3-6-2010<br />
100<br />
0<br />
uiterst grof<br />
zeer<br />
grof<br />
matig<br />
grof<br />
matig<br />
fijn<br />
zeer<br />
fijn<br />
uiterst<br />
fijn<br />
fijn matig grof<br />
fijn matig grof zeer grof<br />
fijnzandfractie grofzandfractie<br />
siltfractie<br />
lutumfractie<br />
zandfractie gr<strong>in</strong>dfractie<br />
leemfractie<br />
Overige meetwaar<strong>de</strong>n<br />
Gelijkmatigheidscoëfficiënt zandfractie (NEN5104)<br />
Gloeiverlies : 5,2 %<br />
: 180 µm<br />
60<br />
D<br />
Droge <strong>stof</strong> : 73,2 %<br />
: 75 µm<br />
10<br />
D<br />
opdracht:<br />
Organische <strong>stof</strong> : 5,1 %<br />
: 2,4 (spreid<strong>in</strong>g: matig groot)<br />
10<br />
D 60/D<br />
Zandmediaan<br />
Monstergegevens<br />
Bor<strong>in</strong>g : MM03<br />
Monster : emmer<br />
Diepte :<br />
Klassificatie : Sterk siltige klei, matig humeus<br />
NEN5104<br />
: 121 µm<br />
Z<br />
M<br />
: nat hydro<br />
Metho<strong>de</strong><br />
VH-5910
<strong>Opdrachtgegevens</strong>:<br />
Opdracht<br />
Bor<strong>in</strong>g<br />
Monster<br />
Diepte<br />
: VH-5910<br />
: MM03<br />
: emmer<br />
:<br />
Omschrijv<strong>in</strong>gen volgens driehoeken:<br />
(NEN 5104)<br />
0<br />
100<br />
matig humeus (h2)<br />
Grondon<strong>de</strong>rzoek hoogwatergeul Veessen - Wapenveld<br />
Vm<br />
organische <strong>stof</strong><br />
55<br />
lutum<br />
Vk1<br />
35<br />
Vz1<br />
Vk3<br />
70<br />
22,5<br />
Vz3<br />
15<br />
8<br />
2,5<br />
0<br />
h3<br />
h2<br />
h1<br />
84<br />
95<br />
100<br />
100 92<br />
silt + zand<br />
0<br />
30<br />
INPIJN-BLOKPOEL <strong>in</strong>genieursbureau 100506<br />
<strong>Korrelgroottever<strong>de</strong>l<strong>in</strong>g</strong> <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
M<strong>in</strong>. <strong>de</strong>len < 1,0 mm : 99,90<br />
M<strong>in</strong>. <strong>de</strong>len < 0,5 mm : 99,80<br />
M<strong>in</strong>. <strong>de</strong>len < 250 µm : 99,61<br />
M<strong>in</strong>. <strong>de</strong>len < 180 µm : 99,41<br />
M<strong>in</strong>. <strong>de</strong>len < 125 µm : 99,31<br />
M<strong>in</strong>. <strong>de</strong>len < 63 µm : 98,53<br />
M<strong>in</strong>. <strong>de</strong>len < 24,8 µm : 64,49<br />
M<strong>in</strong>. <strong>de</strong>len < 18,4 µm : 61,35<br />
M<strong>in</strong>. <strong>de</strong>len < 10,9 µm : 59,77<br />
M<strong>in</strong>. <strong>de</strong>len < 6,6 µm : 56,63<br />
M<strong>in</strong>. <strong>de</strong>len < 4,2 µm : 49,55<br />
M<strong>in</strong>. <strong>de</strong>len < 2,8 µm : 40,90<br />
M<strong>in</strong>. <strong>de</strong>len < 2,1 µm : 35,39<br />
M<strong>in</strong>. <strong>de</strong>len < 1,8 µm : 32,25<br />
M<strong>in</strong>. <strong>de</strong>len < 1,6 µm : 29,09<br />
(NEN 5104)<br />
85<br />
0<br />
100<br />
Ks1<br />
lutum silt<br />
Ks2<br />
5 Zk<br />
Zs1 Zs2<br />
Kz1<br />
Kz2<br />
Kz3<br />
Zs3 Zs4<br />
Ks3<br />
Ks4<br />
Lz3<br />
Lz1<br />
100<br />
zand<br />
812<br />
50<br />
50<br />
65<br />
35<br />
25<br />
17,5<br />
0<br />
75<br />
100<br />
100 90 82,5 67,5 50<br />
15 0<br />
sterk siltige klei (Ks3)<br />
Fractiever<strong>de</strong>l<strong>in</strong>g <strong>in</strong> % <strong>van</strong> <strong>de</strong> <strong>vaste</strong> <strong>stof</strong>:<br />
Lutumfractie<br />
Siltfractie<br />
Zandfractie<br />
Gr<strong>in</strong>dfractie<br />
Organische <strong>stof</strong><br />
bijlage bij<br />
uitv.: SHT<br />
korrelver<strong>de</strong>l<strong>in</strong>g KVD57 bijl.: KVB_MM03_emmer<br />
acc.:<br />
datum: 3-6-2010<br />
: 34,4<br />
: 64,1<br />
: 1,5<br />
: 0,0<br />
: 5,1<br />
opdracht:<br />
VH-5910
Oedometer test conform NEN 5118<br />
Annex<br />
S01<br />
A4<br />
Bor<strong>in</strong>g W-032-B-02, Monster b1 0.40 m-m4<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
22-07-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-02-b1.coi<br />
Settlement [mm]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
0,070<br />
0,080<br />
0,090<br />
Cv = 2,103E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 2<br />
0 T90 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak siltige zwak humeuze sterk roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,7 [kN/m3]<br />
Gamma dry = 12,3 [kN/m3]<br />
Water content = 43,9 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 8<br />
2 16<br />
3 31<br />
4 65<br />
5 139
Oedometer test conform NEN 5118<br />
Annex<br />
S01<br />
A4<br />
Bor<strong>in</strong>g W-032-B-02, Monster b1 0.40 m-m4<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
22-07-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-02-b1.coi<br />
Settlement [mm]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
0,160<br />
0,180<br />
0,200<br />
0,220<br />
0,240<br />
Cv = 1,715E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 3<br />
0 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak siltige zwak humeuze sterk roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,7 [kN/m3]<br />
Gamma dry = 12,3 [kN/m3]<br />
Water content = 43,9 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 8<br />
2 16<br />
3 31<br />
4 65<br />
5 139
Oedometer test conform NEN 5118<br />
Annex<br />
S01<br />
A4<br />
Bor<strong>in</strong>g W-032-B-02, Monster b1 0.40 m-m4<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
22-07-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-02-b1.coi<br />
Settlement [mm]<br />
0,00<br />
0,05<br />
0,10<br />
0,15<br />
0,20<br />
0,25<br />
0,30<br />
0,35<br />
0,40<br />
Cv = 1,480E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 4<br />
0 49T90 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak siltige zwak humeuze sterk roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,7 [kN/m3]<br />
Gamma dry = 12,3 [kN/m3]<br />
Water content = 43,9 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 8<br />
2 16<br />
3 31<br />
4 65<br />
5 139
Oedometer test conform NEN 5118<br />
Annex<br />
S01<br />
A4<br />
Bor<strong>in</strong>g W-032-B-02, Monster b1 0.40 m-m4<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
22-07-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-02-b1.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
0,60<br />
0,70<br />
Cv = 1,371E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 5<br />
0 T90 144 576 1296 2304 3600 5184<br />
Time [m<strong>in</strong>] (Root)<br />
zwak siltige zwak humeuze sterk roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,7 [kN/m3]<br />
Gamma dry = 12,3 [kN/m3]<br />
Water content = 43,9 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 8<br />
2 16<br />
3 31<br />
4 65<br />
5 139
Oedometer test conform NEN 5118<br />
Annex<br />
S01<br />
A4<br />
Bor<strong>in</strong>g W-032-B-02, Monster b1 0.40 m-m4<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
22-07-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-02-b1.coi<br />
Settlement [mm]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
0,070<br />
0,080<br />
0,090<br />
Cv = 2,763E-008 [m2/s]<br />
Ca = - [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 2<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 4,382E-004 [m2/kN]<br />
K = 1,188E-010 [m/s]<br />
zwak siltige zwak humeuze sterk roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,7 [kN/m3]<br />
Gamma dry = 12,3 [kN/m3]<br />
Water content = 43,9 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 8<br />
2 16<br />
3 31<br />
4 65<br />
5 139
Oedometer test conform NEN 5118<br />
Annex<br />
S01<br />
A4<br />
Bor<strong>in</strong>g W-032-B-02, Monster b1 0.40 m-m4<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
22-07-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-02-b1.coi<br />
Settlement [mm]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
0,160<br />
0,180<br />
0,200<br />
0,220<br />
0,240<br />
Cv = 1,224E-008 [m2/s]<br />
Ca = - [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 3<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 6,458E-004 [m2/kN]<br />
K = 7,756E-011 [m/s]<br />
zwak siltige zwak humeuze sterk roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,7 [kN/m3]<br />
Gamma dry = 12,3 [kN/m3]<br />
Water content = 43,9 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 8<br />
2 16<br />
3 31<br />
4 65<br />
5 139
Oedometer test conform NEN 5118<br />
Annex<br />
S01<br />
A4<br />
Bor<strong>in</strong>g W-032-B-02, Monster b1 0.40 m-m4<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
22-07-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-02-b1.coi<br />
Settlement [mm]<br />
0,00<br />
0,05<br />
0,10<br />
0,15<br />
0,20<br />
0,25<br />
0,30<br />
0,35<br />
0,40<br />
Cv = 1,172E-008 [m2/s]<br />
Ca = 2,619E-003 [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 4<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 5,050E-004 [m2/kN]<br />
K = 5,809E-011 [m/s]<br />
zwak siltige zwak humeuze sterk roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,7 [kN/m3]<br />
Gamma dry = 12,3 [kN/m3]<br />
Water content = 43,9 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 8<br />
2 16<br />
3 31<br />
4 65<br />
5 139
Oedometer test conform NEN 5118<br />
Annex<br />
S01<br />
A4<br />
Bor<strong>in</strong>g W-032-B-02, Monster b1 0.40 m-m4<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
22-07-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-02-b1.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
0,60<br />
0,70<br />
Cv = 1,078E-008 [m2/s]<br />
Ca = 3,731E-003 [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 5<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 3,745E-004 [m2/kN]<br />
K = 3,960E-011 [m/s]<br />
zwak siltige zwak humeuze sterk roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,7 [kN/m3]<br />
Gamma dry = 12,3 [kN/m3]<br />
Water content = 43,9 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 8<br />
2 16<br />
3 31<br />
4 65<br />
5 139
Oedometer test conform NEN 5118<br />
Annex<br />
S01<br />
A4<br />
Bor<strong>in</strong>g W-032-B-02, Monster b1 0.40 m-m4<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
22-07-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-02-b1.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
0,070<br />
Cp = 1,471E+002 [-]<br />
Cp' = 2,528E+001 [-]<br />
-<br />
Koppejan Method<br />
Pc<br />
1 2 5 10 20 Pc 50 100 200 500 1000<br />
Load [kN/m2]<br />
Cs = 6,569E+002 [-]<br />
Cs' = 3,695E+002 [-]<br />
zwak siltige zwak humeuze sterk roesthou<strong>de</strong>n<strong>de</strong> klei<br />
C = 7,759E+001 [-]<br />
C' = 1,985E+001 [-]<br />
Gamma wet = 17,7 [kN/m3]<br />
Gamma dry = 12,3 [kN/m3]<br />
Water content = 43,9 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 8<br />
2 16<br />
3 31<br />
4 65<br />
5 139<br />
Pc' = 32,7 [kN/m2]
Oedometer test conform NEN 5118<br />
Annex<br />
S01<br />
A4<br />
Bor<strong>in</strong>g W-032-B-02, Monster b1 0.40 m-m4<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
22-07-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-02-b1.coi<br />
Settlement [mm]<br />
0,00<br />
0,20<br />
0,40<br />
0,60<br />
0,80<br />
1,00<br />
1,20<br />
1,40<br />
Cp = 1,471E+002 [-]<br />
Cp' = 2,528E+001 [-]<br />
-<br />
Koppejan Method<br />
0,010 0,020 0,050 0,100 0,200 0,500 1,000 2,000 5,000 10,000<br />
Time [day] (Log)<br />
Cs = 6,569E+002 [-]<br />
Cs' = 3,695E+002 [-]<br />
zwak siltige zwak humeuze sterk roesthou<strong>de</strong>n<strong>de</strong> klei<br />
C = 7,759E+001 [-]<br />
C' = 1,985E+001 [-]<br />
Gamma wet = 17,7 [kN/m3]<br />
Gamma dry = 12,3 [kN/m3]<br />
Water content = 43,9 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 8<br />
2 16<br />
3 31<br />
4 65<br />
5 139<br />
Pc' = 32,7 [kN/m2]
Oedometer test conform NEN 5118<br />
Annex<br />
S01<br />
A4<br />
Bor<strong>in</strong>g W-032-B-02, Monster b1 0.40 m-m4<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
22-07-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-02-b1.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
0,070<br />
0,080<br />
RR = 1,574E-002 [-]<br />
CR = 9,566E-002 [-]<br />
-<br />
NEN-Bjerrum Method<br />
1 2 5 10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
Ca = 3,175E-003 [-]<br />
Vo = 2,214 [-]<br />
zwak siltige zwak humeuze sterk roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,7 [kN/m3]<br />
Gamma dry = 12,3 [kN/m3]<br />
Water content = 43,9 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 8<br />
2 16<br />
3 31<br />
4 65<br />
5 139
Oedometer test conform NEN 5118<br />
Annex<br />
S01<br />
A4<br />
Bor<strong>in</strong>g W-032-B-02, Monster b1 0.40 m-m4<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
22-07-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-02-b1.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
0,070<br />
0,080<br />
Pc = 33,7 [kN/m2]<br />
Vo = 2,214 [-]<br />
-<br />
NEN-Bjerrum Method<br />
Pc<br />
1 2 5 10 20 Pc 50 100 200 500 1000<br />
Load [kN/m2]<br />
zwak siltige zwak humeuze sterk roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,7 [kN/m3]<br />
Gamma dry = 12,3 [kN/m3]<br />
Water content = 43,9 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 8<br />
2 16<br />
3 31<br />
4 65<br />
5 139
Oedometer test conform NEN 5118<br />
Annex<br />
S01<br />
A4<br />
Bor<strong>in</strong>g W-032-B-02, Monster b1 0.40 m-m4<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
22-07-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-02-b1.coi<br />
Natural Stra<strong>in</strong> [-]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
0,070<br />
0,080<br />
A = 6,863E-003 [-]<br />
B = 4,396E-002 [-]<br />
-<br />
Isotachen Method<br />
1 2 5 10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
C = 1,418E-003 [-]<br />
zwak siltige zwak humeuze sterk roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,7 [kN/m3]<br />
Gamma dry = 12,3 [kN/m3]<br />
Water content = 43,9 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 8<br />
2 16<br />
3 31<br />
4 65<br />
5 139
Oedometer test conform NEN 5118<br />
Annex<br />
S01<br />
A4<br />
Bor<strong>in</strong>g W-032-B-02, Monster b1 0.40 m-m4<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
22-07-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-02-b1.coi<br />
Natural Stra<strong>in</strong> [-]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
0,070<br />
0,080<br />
Pc = 34,4 [kN/m2]<br />
-<br />
Isotachen Method<br />
Pc<br />
1 2 5 10 20 Pc 50 100 200 500 1000<br />
Load [kN/m2]<br />
zwak siltige zwak humeuze sterk roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,7 [kN/m3]<br />
Gamma dry = 12,3 [kN/m3]<br />
Water content = 43,9 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 8<br />
2 16<br />
3 31<br />
4 65<br />
5 139
Oedometer test conform NEN 5118<br />
Annex<br />
S02<br />
A4<br />
Bor<strong>in</strong>g W-037-B-04, Monster b2; 1.90 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-04-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,20<br />
0,40<br />
0,60<br />
0,80<br />
1,00<br />
1,20<br />
Cv = 1,214E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 2<br />
0 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak zandige matig humeuze klei<br />
Gamma wet = 13,0 [kN/m3]<br />
Gamma dry = 5,3 [kN/m3]<br />
Water content = 143,8[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 21<br />
2 35<br />
3 55<br />
4 94<br />
5 162
Oedometer test conform NEN 5118<br />
Annex<br />
S02<br />
A4<br />
Bor<strong>in</strong>g W-037-B-04, Monster b2; 1.90 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-04-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,20<br />
0,40<br />
0,60<br />
0,80<br />
1,00<br />
1,20<br />
Cv = 9,544E-009 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 3<br />
0 49 T90 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak zandige matig humeuze klei<br />
Gamma wet = 13,0 [kN/m3]<br />
Gamma dry = 5,3 [kN/m3]<br />
Water content = 143,8[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 21<br />
2 35<br />
3 55<br />
4 94<br />
5 162
Oedometer test conform NEN 5118<br />
Annex<br />
S02<br />
A4<br />
Bor<strong>in</strong>g W-037-B-04, Monster b2; 1.90 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-04-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,20<br />
0,40<br />
0,60<br />
0,80<br />
1,00<br />
1,20<br />
1,40<br />
Cv = 1,016E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 4<br />
0 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak zandige matig humeuze klei<br />
Gamma wet = 13,0 [kN/m3]<br />
Gamma dry = 5,3 [kN/m3]<br />
Water content = 143,8[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 21<br />
2 35<br />
3 55<br />
4 94<br />
5 162
Oedometer test conform NEN 5118<br />
Annex<br />
S02<br />
A4<br />
Bor<strong>in</strong>g W-037-B-04, Monster b2; 1.90 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-04-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,20<br />
0,40<br />
0,60<br />
0,80<br />
1,00<br />
1,20<br />
1,40<br />
Cv = 9,066E-009 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 5<br />
0 T90 144 576 1296 2304 3600 5184<br />
Time [m<strong>in</strong>] (Root)<br />
zwak zandige matig humeuze klei<br />
Gamma wet = 13,0 [kN/m3]<br />
Gamma dry = 5,3 [kN/m3]<br />
Water content = 143,8[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 21<br />
2 35<br />
3 55<br />
4 94<br />
5 162
Oedometer test conform NEN 5118<br />
Annex<br />
S02<br />
A4<br />
Bor<strong>in</strong>g W-037-B-04, Monster b2; 1.90 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-04-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,20<br />
0,40<br />
0,60<br />
0,80<br />
1,00<br />
1,20<br />
Cv = 8,034E-009 [m2/s]<br />
Ca = - [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 2<br />
Mv = 3,898E-003 [m2/kN]<br />
K = 3,072E-010 [m/s]<br />
zwak zandige matig humeuze klei<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Gamma wet = 13,0 [kN/m3]<br />
Gamma dry = 5,3 [kN/m3]<br />
Water content = 143,8[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 21<br />
2 35<br />
3 55<br />
4 94<br />
5 162
Oedometer test conform NEN 5118<br />
Annex<br />
S02<br />
A4<br />
Bor<strong>in</strong>g W-037-B-04, Monster b2; 1.90 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-04-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,20<br />
0,40<br />
0,60<br />
0,80<br />
1,00<br />
1,20<br />
Cv = 5,932E-009 [m2/s]<br />
Ca = 1,255E-002 [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 3<br />
Mv = 2,666E-003 [m2/kN]<br />
K = 1,552E-010 [m/s]<br />
zwak zandige matig humeuze klei<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Gamma wet = 13,0 [kN/m3]<br />
Gamma dry = 5,3 [kN/m3]<br />
Water content = 143,8[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 21<br />
2 35<br />
3 55<br />
4 94<br />
5 162
Oedometer test conform NEN 5118<br />
Annex<br />
S02<br />
A4<br />
Bor<strong>in</strong>g W-037-B-04, Monster b2; 1.90 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-04-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,20<br />
0,40<br />
0,60<br />
0,80<br />
1,00<br />
1,20<br />
1,40<br />
Cv = 7,135E-009 [m2/s]<br />
Ca = 1,245E-002 [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 4<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 1,881E-003 [m2/kN]<br />
K = 1,317E-010 [m/s]<br />
zwak zandige matig humeuze klei<br />
Gamma wet = 13,0 [kN/m3]<br />
Gamma dry = 5,3 [kN/m3]<br />
Water content = 143,8[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 21<br />
2 35<br />
3 55<br />
4 94<br />
5 162
Oedometer test conform NEN 5118<br />
Annex<br />
S02<br />
A4<br />
Bor<strong>in</strong>g W-037-B-04, Monster b2; 1.90 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-04-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,20<br />
0,40<br />
0,60<br />
0,80<br />
1,00<br />
1,20<br />
1,40<br />
Cv = 6,459E-009 [m2/s]<br />
Ca = 1,267E-002 [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 5<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 1,155E-003 [m2/kN]<br />
K = 7,320E-011 [m/s]<br />
zwak zandige matig humeuze klei<br />
Gamma wet = 13,0 [kN/m3]<br />
Gamma dry = 5,3 [kN/m3]<br />
Water content = 143,8[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 21<br />
2 35<br />
3 55<br />
4 94<br />
5 162
Oedometer test conform NEN 5118<br />
Annex<br />
S02<br />
A4<br />
Bor<strong>in</strong>g W-037-B-04, Monster b2; 1.90 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-04-b2.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
0,160<br />
0,180<br />
0,200<br />
0,220<br />
0,240<br />
0,260<br />
0,280<br />
0,300<br />
Cp = 1,013E+001 [-]<br />
Cp' = 9,050E+000 [-]<br />
-<br />
Koppejan Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
Cs = 3,190E+001 [-]<br />
Cs' = 3,087E+001 [-]<br />
zwak zandige matig humeuze klei<br />
C = 4,463E+000 [-]<br />
C' = 4,165E+000 [-]<br />
Gamma wet = 13,0 [kN/m3]<br />
Gamma dry = 5,3 [kN/m3]<br />
Water content = 143,8[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 21<br />
2 35<br />
3 55<br />
4 94<br />
5 162<br />
Pc' = 52,1 [kN/m2]
Oedometer test conform NEN 5118<br />
Annex<br />
S02<br />
A4<br />
Bor<strong>in</strong>g W-037-B-04, Monster b2; 1.90 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-04-b2.coi<br />
Settlement [mm]<br />
0,0<br />
1,0<br />
2,0<br />
3,0<br />
4,0<br />
5,0<br />
6,0<br />
7,0<br />
Cp = 1,013E+001 [-]<br />
Cp' = 9,050E+000 [-]<br />
-<br />
Koppejan Method<br />
0,010 0,020 0,050 0,100 0,200 0,500 1,000 2,000 5,000 10,000<br />
Time [day] (Log)<br />
Cs = 3,190E+001 [-]<br />
Cs' = 3,087E+001 [-]<br />
zwak zandige matig humeuze klei<br />
C = 4,463E+000 [-]<br />
C' = 4,165E+000 [-]<br />
Gamma wet = 13,0 [kN/m3]<br />
Gamma dry = 5,3 [kN/m3]<br />
Water content = 143,8[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 21<br />
2 35<br />
3 55<br />
4 94<br />
5 162<br />
Pc' = 52,1 [kN/m2]
Oedometer test conform NEN 5118<br />
Annex<br />
S02<br />
A4<br />
Bor<strong>in</strong>g W-037-B-04, Monster b2; 1.90 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-04-b2.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
0,160<br />
0,180<br />
0,200<br />
0,220<br />
0,240<br />
0,260<br />
0,280<br />
0,300<br />
0,320<br />
0,340<br />
0,360<br />
RR = 2,662E-001 [-]<br />
CR = 2,935E-001 [-]<br />
-<br />
NEN-Bjerrum Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
Ca = 1,255E-002 [-]<br />
Vo = 4,563 [-]<br />
zwak zandige matig humeuze klei<br />
Gamma wet = 13,0 [kN/m3]<br />
Gamma dry = 5,3 [kN/m3]<br />
Water content = 143,8[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 21<br />
2 35<br />
3 55<br />
4 94<br />
5 162
Oedometer test conform NEN 5118<br />
Annex<br />
S02<br />
A4<br />
Bor<strong>in</strong>g W-037-B-04, Monster b2; 1.90 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-04-b2.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
0,160<br />
0,180<br />
0,200<br />
0,220<br />
0,240<br />
0,260<br />
0,280<br />
0,300<br />
0,320<br />
0,340<br />
0,360<br />
Pc = 45,8 [kN/m2]<br />
Vo = 4,563 [-]<br />
-<br />
Pc<br />
NEN-Bjerrum Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
zwak zandige matig humeuze klei<br />
Gamma wet = 13,0 [kN/m3]<br />
Gamma dry = 5,3 [kN/m3]<br />
Water content = 143,8[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 21<br />
2 35<br />
3 55<br />
4 94<br />
5 162
Oedometer test conform NEN 5118<br />
Annex<br />
S02<br />
A4<br />
Bor<strong>in</strong>g W-037-B-04, Monster b2; 1.90 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-04-b2.coi<br />
Natural Stra<strong>in</strong> [-]<br />
0,05<br />
0,10<br />
0,15<br />
0,20<br />
0,25<br />
0,30<br />
0,35<br />
0,40<br />
0,45<br />
Pc = 52,3 [kN/m2]<br />
-<br />
Pc<br />
Isotachen Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
zwak zandige matig humeuze klei<br />
Gamma wet = 13,0 [kN/m3]<br />
Gamma dry = 5,3 [kN/m3]<br />
Water content = 143,8[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 21<br />
2 35<br />
3 55<br />
4 94<br />
5 162
Oedometer test conform NEN 5118<br />
Annex<br />
S02<br />
A4<br />
Bor<strong>in</strong>g W-037-B-04, Monster b2; 1.90 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-04-b2.coi<br />
Natural Stra<strong>in</strong> [-]<br />
0,05<br />
0,10<br />
0,15<br />
0,20<br />
0,25<br />
0,30<br />
0,35<br />
0,40<br />
0,45<br />
A = 1,320E-001 [-]<br />
B = 1,766E-001 [-]<br />
-<br />
Isotachen Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
C = 5,597E-003 [-]<br />
zwak zandige matig humeuze klei<br />
Gamma wet = 13,0 [kN/m3]<br />
Gamma dry = 5,3 [kN/m3]<br />
Water content = 143,8[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 21<br />
2 35<br />
3 55<br />
4 94<br />
5 162
Oedometer test conform NEN 5118<br />
Annex<br />
S03<br />
A4<br />
Bor<strong>in</strong>g W-073-B-17, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-17-b3.coi<br />
Settlement [mm]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
0,160<br />
0,180<br />
Cv = 9,067E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 2<br />
0 T90 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak zandige matig humeuze matig roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,6 [kN/m3]<br />
Gamma dry = 13,2 [kN/m3]<br />
Water content = 33,3 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 15<br />
2 22<br />
3 37<br />
4 71<br />
5 144
Oedometer test conform NEN 5118<br />
Annex<br />
S03<br />
A4<br />
Bor<strong>in</strong>g W-073-B-17, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-17-b3.coi<br />
Settlement [mm]<br />
0,00<br />
0,05<br />
0,10<br />
0,15<br />
0,20<br />
0,25<br />
0,30<br />
Cv = 7,047E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 3<br />
0 T90 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak zandige matig humeuze matig roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,6 [kN/m3]<br />
Gamma dry = 13,2 [kN/m3]<br />
Water content = 33,3 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 15<br />
2 22<br />
3 37<br />
4 71<br />
5 144
Oedometer test conform NEN 5118<br />
Annex<br />
S03<br />
A4<br />
Bor<strong>in</strong>g W-073-B-17, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-17-b3.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
Cv = 1,022E-007 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 4<br />
0 T90 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak zandige matig humeuze matig roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,6 [kN/m3]<br />
Gamma dry = 13,2 [kN/m3]<br />
Water content = 33,3 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 15<br />
2 22<br />
3 37<br />
4 71<br />
5 144
Oedometer test conform NEN 5118<br />
Annex<br />
S03<br />
A4<br />
Bor<strong>in</strong>g W-073-B-17, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-17-b3.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
0,60<br />
0,70<br />
Cv = 1,108E-007 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 5<br />
0 T90 144 576 1296 2304 3600 5184<br />
Time [m<strong>in</strong>] (Root)<br />
zwak zandige matig humeuze matig roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,6 [kN/m3]<br />
Gamma dry = 13,2 [kN/m3]<br />
Water content = 33,3 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 15<br />
2 22<br />
3 37<br />
4 71<br />
5 144
Oedometer test conform NEN 5118<br />
Annex<br />
S03<br />
A4<br />
Bor<strong>in</strong>g W-073-B-17, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-17-b3.coi<br />
Settlement [mm]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
0,160<br />
0,180<br />
Cv = - [m2/s]<br />
Ca = - [-]<br />
No calculation performed<br />
Casagran<strong>de</strong> Method; Loadstep 2<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = - [m2/kN]<br />
K = - [m/s]<br />
zwak zandige matig humeuze matig roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,6 [kN/m3]<br />
Gamma dry = 13,2 [kN/m3]<br />
Water content = 33,3 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 15<br />
2 22<br />
3 37<br />
4 71<br />
5 144
Oedometer test conform NEN 5118<br />
Annex<br />
S03<br />
A4<br />
Bor<strong>in</strong>g W-073-B-17, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-17-b3.coi<br />
Settlement [mm]<br />
0,00<br />
0,05<br />
0,10<br />
0,15<br />
0,20<br />
0,25<br />
0,30<br />
Cv = - [m2/s]<br />
Ca = - [-]<br />
No calculation performed<br />
Casagran<strong>de</strong> Method; Loadstep 3<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = - [m2/kN]<br />
K = - [m/s]<br />
zwak zandige matig humeuze matig roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,6 [kN/m3]<br />
Gamma dry = 13,2 [kN/m3]<br />
Water content = 33,3 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 15<br />
2 22<br />
3 37<br />
4 71<br />
5 144
Oedometer test conform NEN 5118<br />
Annex<br />
S03<br />
A4<br />
Bor<strong>in</strong>g W-073-B-17, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-17-b3.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
Cv = 1,933E-007 [m2/s]<br />
Ca = 3,011E-003 [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 4<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 6,527E-004 [m2/kN]<br />
K = 1,238E-009 [m/s]<br />
zwak zandige matig humeuze matig roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,6 [kN/m3]<br />
Gamma dry = 13,2 [kN/m3]<br />
Water content = 33,3 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 15<br />
2 22<br />
3 37<br />
4 71<br />
5 144
Oedometer test conform NEN 5118<br />
Annex<br />
S03<br />
A4<br />
Bor<strong>in</strong>g W-073-B-17, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-17-b3.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
0,60<br />
0,70<br />
Cv = 2,086E-007 [m2/s]<br />
Ca = 2,911E-003 [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 5<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 4,420E-004 [m2/kN]<br />
K = 9,046E-010 [m/s]<br />
zwak zandige matig humeuze matig roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,6 [kN/m3]<br />
Gamma dry = 13,2 [kN/m3]<br />
Water content = 33,3 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 15<br />
2 22<br />
3 37<br />
4 71<br />
5 144
Oedometer test conform NEN 5118<br />
Annex<br />
S03<br />
A4<br />
Bor<strong>in</strong>g W-073-B-17, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-17-b3.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
0,070<br />
0,080<br />
0,090<br />
Cp = 3,902E+001 [-]<br />
Cp' = 2,449E+001 [-]<br />
-<br />
Pc<br />
Koppejan Method<br />
10 20 Pc 50 100 200 500 1000<br />
Load [kN/m2]<br />
Cs = 1,629E+002 [-]<br />
Cs' = 9,404E+001 [-]<br />
zwak zandige matig humeuze matig roesthou<strong>de</strong>n<strong>de</strong> klei<br />
C = 1,993E+001 [-]<br />
C' = 1,200E+001 [-]<br />
Gamma wet = 17,6 [kN/m3]<br />
Gamma dry = 13,2 [kN/m3]<br />
Water content = 33,3 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 15<br />
2 22<br />
3 37<br />
4 71<br />
5 144<br />
Pc' = 37,0 [kN/m2]
Oedometer test conform NEN 5118<br />
Annex<br />
S03<br />
A4<br />
Bor<strong>in</strong>g W-073-B-17, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-17-b3.coi<br />
Settlement [mm]<br />
0,00<br />
0,20<br />
0,40<br />
0,60<br />
0,80<br />
1,00<br />
1,20<br />
1,40<br />
1,60<br />
1,80<br />
Cp = 3,902E+001 [-]<br />
Cp' = 2,449E+001 [-]<br />
-<br />
Koppejan Method<br />
0,010 0,020 0,050 0,100 0,200 0,500 1,000 2,000 5,000 10,000<br />
Time [day] (Log)<br />
Cs = 1,629E+002 [-]<br />
Cs' = 9,404E+001 [-]<br />
zwak zandige matig humeuze matig roesthou<strong>de</strong>n<strong>de</strong> klei<br />
C = 1,993E+001 [-]<br />
C' = 1,200E+001 [-]<br />
Gamma wet = 17,6 [kN/m3]<br />
Gamma dry = 13,2 [kN/m3]<br />
Water content = 33,3 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 15<br />
2 22<br />
3 37<br />
4 71<br />
5 144<br />
Pc' = 37,0 [kN/m2]
Oedometer test conform NEN 5118<br />
Annex<br />
S03<br />
A4<br />
Bor<strong>in</strong>g W-073-B-17, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-17-b3.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
0,070<br />
0,080<br />
0,090<br />
0,100<br />
Pc = 43,6 [kN/m2]<br />
Vo = 1,810 [-]<br />
-<br />
Pc<br />
NEN-Bjerrum Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
zwak zandige matig humeuze matig roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,6 [kN/m3]<br />
Gamma dry = 13,2 [kN/m3]<br />
Water content = 33,3 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 15<br />
2 22<br />
3 37<br />
4 71<br />
5 144
Oedometer test conform NEN 5118<br />
Annex<br />
S03<br />
A4<br />
Bor<strong>in</strong>g W-073-B-17, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-17-b3.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
0,070<br />
0,080<br />
0,090<br />
0,100<br />
RR = 5,379E-002 [-]<br />
CR = 1,147E-001 [-]<br />
-<br />
NEN-Bjerrum Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
Ca = 2,961E-003 [-]<br />
Vo = 1,810 [-]<br />
zwak zandige matig humeuze matig roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,6 [kN/m3]<br />
Gamma dry = 13,2 [kN/m3]<br />
Water content = 33,3 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 15<br />
2 22<br />
3 37<br />
4 71<br />
5 144
Oedometer test conform NEN 5118<br />
Annex<br />
S03<br />
A4<br />
Bor<strong>in</strong>g W-073-B-17, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-17-b3.coi<br />
Natural Stra<strong>in</strong> [-]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
0,070<br />
0,080<br />
0,090<br />
0,100<br />
Pc = 44,5 [kN/m2]<br />
-<br />
Pc<br />
Isotachen Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
zwak zandige matig humeuze matig roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,6 [kN/m3]<br />
Gamma dry = 13,2 [kN/m3]<br />
Water content = 33,3 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 15<br />
2 22<br />
3 37<br />
4 71<br />
5 144
Oedometer test conform NEN 5118<br />
Annex<br />
S03<br />
A4<br />
Bor<strong>in</strong>g W-073-B-17, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-17-b3.coi<br />
Natural Stra<strong>in</strong> [-]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
0,070<br />
0,080<br />
0,090<br />
0,100<br />
A = 2,364E-002 [-]<br />
B = 5,378E-002 [-]<br />
-<br />
Isotachen Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
C = 1,304E-003 [-]<br />
zwak zandige matig humeuze matig roesthou<strong>de</strong>n<strong>de</strong> klei<br />
Gamma wet = 17,6 [kN/m3]<br />
Gamma dry = 13,2 [kN/m3]<br />
Water content = 33,3 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 15<br />
2 22<br />
3 37<br />
4 71<br />
5 144
Oedometer test conform NEN 5118<br />
Annex<br />
S04<br />
A4<br />
Bor<strong>in</strong>g O-022-B-43, Monster b2; 1.00 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-43-b2.coi<br />
Settlement [mm]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
0,160<br />
0,180<br />
0,200<br />
0,220<br />
Cv = 4,077E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 2<br />
0 T90 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak siltige zwak humeuze klei met roestvlekken<br />
Gamma wet = 16,1 [kN/m3]<br />
Gamma dry = 10,5 [kN/m3]<br />
Water content = 53,4 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 14<br />
2 24<br />
3 39<br />
4 73<br />
5 132
Oedometer test conform NEN 5118<br />
Annex<br />
S04<br />
A4<br />
Bor<strong>in</strong>g O-022-B-43, Monster b2; 1.00 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-43-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,05<br />
0,10<br />
0,15<br />
0,20<br />
0,25<br />
0,30<br />
0,35<br />
Cv = 3,791E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 3<br />
0 T90 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak siltige zwak humeuze klei met roestvlekken<br />
Gamma wet = 16,1 [kN/m3]<br />
Gamma dry = 10,5 [kN/m3]<br />
Water content = 53,4 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 14<br />
2 24<br />
3 39<br />
4 73<br />
5 132
Oedometer test conform NEN 5118<br />
Annex<br />
S04<br />
A4<br />
Bor<strong>in</strong>g O-022-B-43, Monster b2; 1.00 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-43-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
0,60<br />
0,70<br />
Cv = 2,623E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 4<br />
0 T90 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak siltige zwak humeuze klei met roestvlekken<br />
Gamma wet = 16,1 [kN/m3]<br />
Gamma dry = 10,5 [kN/m3]<br />
Water content = 53,4 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 14<br />
2 24<br />
3 39<br />
4 73<br />
5 132
Oedometer test conform NEN 5118<br />
Annex<br />
S04<br />
A4<br />
Bor<strong>in</strong>g O-022-B-43, Monster b2; 1.00 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-43-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
0,60<br />
0,70<br />
0,80<br />
0,90<br />
Cv = 2,017E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 5<br />
0 T90 144 576 1296 2304 3600 5184<br />
Time [m<strong>in</strong>] (Root)<br />
zwak siltige zwak humeuze klei met roestvlekken<br />
Gamma wet = 16,1 [kN/m3]<br />
Gamma dry = 10,5 [kN/m3]<br />
Water content = 53,4 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 14<br />
2 24<br />
3 39<br />
4 73<br />
5 132
Oedometer test conform NEN 5118<br />
Annex<br />
S04<br />
A4<br />
Bor<strong>in</strong>g O-022-B-43, Monster b2; 1.00 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-43-b2.coi<br />
Settlement [mm]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
0,160<br />
0,180<br />
0,200<br />
0,220<br />
Cv = 4,815E-008 [m2/s]<br />
Ca = - [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 2<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 7,925E-004 [m2/kN]<br />
K = 3,743E-010 [m/s]<br />
zwak siltige zwak humeuze klei met roestvlekken<br />
Gamma wet = 16,1 [kN/m3]<br />
Gamma dry = 10,5 [kN/m3]<br />
Water content = 53,4 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 14<br />
2 24<br />
3 39<br />
4 73<br />
5 132
Oedometer test conform NEN 5118<br />
Annex<br />
S04<br />
A4<br />
Bor<strong>in</strong>g O-022-B-43, Monster b2; 1.00 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-43-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,05<br />
0,10<br />
0,15<br />
0,20<br />
0,25<br />
0,30<br />
0,35<br />
Cv = 4,409E-008 [m2/s]<br />
Ca = - [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 3<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 8,308E-004 [m2/kN]<br />
K = 3,594E-010 [m/s]<br />
zwak siltige zwak humeuze klei met roestvlekken<br />
Gamma wet = 16,1 [kN/m3]<br />
Gamma dry = 10,5 [kN/m3]<br />
Water content = 53,4 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 14<br />
2 24<br />
3 39<br />
4 73<br />
5 132
Oedometer test conform NEN 5118<br />
Annex<br />
S04<br />
A4<br />
Bor<strong>in</strong>g O-022-B-43, Monster b2; 1.00 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-43-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
0,60<br />
0,70<br />
Cv = 2,064E-008 [m2/s]<br />
Ca = 5,558E-003 [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 4<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 8,435E-004 [m2/kN]<br />
K = 1,708E-010 [m/s]<br />
zwak siltige zwak humeuze klei met roestvlekken<br />
Gamma wet = 16,1 [kN/m3]<br />
Gamma dry = 10,5 [kN/m3]<br />
Water content = 53,4 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 14<br />
2 24<br />
3 39<br />
4 73<br />
5 132
Oedometer test conform NEN 5118<br />
Annex<br />
S04<br />
A4<br />
Bor<strong>in</strong>g O-022-B-43, Monster b2; 1.00 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-43-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
0,60<br />
0,70<br />
0,80<br />
0,90<br />
Cv = 1,490E-008 [m2/s]<br />
Ca = 6,409E-003 [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 5<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 6,945E-004 [m2/kN]<br />
K = 1,015E-010 [m/s]<br />
zwak siltige zwak humeuze klei met roestvlekken<br />
Gamma wet = 16,1 [kN/m3]<br />
Gamma dry = 10,5 [kN/m3]<br />
Water content = 53,4 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 14<br />
2 24<br />
3 39<br />
4 73<br />
5 132
Oedometer test conform NEN 5118<br />
Annex<br />
S04<br />
A4<br />
Bor<strong>in</strong>g O-022-B-43, Monster b2; 1.00 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-43-b2.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
Cp = 4,908E+001 [-]<br />
Cp' = 1,419E+001 [-]<br />
-<br />
Pc<br />
Koppejan Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
Cs = 3,292E+002 [-]<br />
Cs' = 1,904E+002 [-]<br />
zwak siltige zwak humeuze klei met roestvlekken<br />
C = 3,074E+001 [-]<br />
C' = 1,093E+001 [-]<br />
Gamma wet = 16,1 [kN/m3]<br />
Gamma dry = 10,5 [kN/m3]<br />
Water content = 53,4 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 14<br />
2 24<br />
3 39<br />
4 73<br />
5 132<br />
Pc' = 41,9 [kN/m2]
Oedometer test conform NEN 5118<br />
Annex<br />
S04<br />
A4<br />
Bor<strong>in</strong>g O-022-B-43, Monster b2; 1.00 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-43-b2.coi<br />
Settlement [mm]<br />
0,00<br />
0,20<br />
0,40<br />
0,60<br />
0,80<br />
1,00<br />
1,20<br />
1,40<br />
1,60<br />
1,80<br />
2,00<br />
2,20<br />
2,40<br />
Cp = 4,908E+001 [-]<br />
Cp' = 1,419E+001 [-]<br />
-<br />
Koppejan Method<br />
0,010 0,020 0,050 0,100 0,200 0,500 1,000 2,000 5,000 10,000<br />
Time [day] (Log)<br />
Cs = 3,292E+002 [-]<br />
Cs' = 1,904E+002 [-]<br />
zwak siltige zwak humeuze klei met roestvlekken<br />
C = 3,074E+001 [-]<br />
C' = 1,093E+001 [-]<br />
Gamma wet = 16,1 [kN/m3]<br />
Gamma dry = 10,5 [kN/m3]<br />
Water content = 53,4 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 14<br />
2 24<br />
3 39<br />
4 73<br />
5 132<br />
Pc' = 41,9 [kN/m2]
Oedometer test conform NEN 5118<br />
Annex<br />
S04<br />
A4<br />
Bor<strong>in</strong>g O-022-B-43, Monster b2; 1.00 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-43-b2.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
Pc = 43,4 [kN/m2]<br />
Vo = 2,325 [-]<br />
-<br />
Pc<br />
NEN-Bjerrum Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
zwak siltige zwak humeuze klei met roestvlekken<br />
Gamma wet = 16,1 [kN/m3]<br />
Gamma dry = 10,5 [kN/m3]<br />
Water content = 53,4 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 14<br />
2 24<br />
3 39<br />
4 73<br />
5 132
Oedometer test conform NEN 5118<br />
Annex<br />
S04<br />
A4<br />
Bor<strong>in</strong>g O-022-B-43, Monster b2; 1.00 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-43-b2.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
RR = 4,857E-002 [-]<br />
CR = 1,729E-001 [-]<br />
-<br />
NEN-Bjerrum Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
Ca = 5,983E-003 [-]<br />
Vo = 2,325 [-]<br />
zwak siltige zwak humeuze klei met roestvlekken<br />
Gamma wet = 16,1 [kN/m3]<br />
Gamma dry = 10,5 [kN/m3]<br />
Water content = 53,4 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 14<br />
2 24<br />
3 39<br />
4 73<br />
5 132
Oedometer test conform NEN 5118<br />
Annex<br />
S04<br />
A4<br />
Bor<strong>in</strong>g O-022-B-43, Monster b2; 1.00 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-43-b2.coi<br />
Natural Stra<strong>in</strong> [-]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
Pc = 44,7 [kN/m2]<br />
-<br />
Pc<br />
Isotachen Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
zwak siltige zwak humeuze klei met roestvlekken<br />
Gamma wet = 16,1 [kN/m3]<br />
Gamma dry = 10,5 [kN/m3]<br />
Water content = 53,4 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 14<br />
2 24<br />
3 39<br />
4 73<br />
5 132
Oedometer test conform NEN 5118<br />
Annex<br />
S04<br />
A4<br />
Bor<strong>in</strong>g O-022-B-43, Monster b2; 1.00 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-43-b2.coi<br />
Natural Stra<strong>in</strong> [-]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
A = 2,155E-002 [-]<br />
B = 8,349E-002 [-]<br />
-<br />
Isotachen Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
C = 2,690E-003 [-]<br />
zwak siltige zwak humeuze klei met roestvlekken<br />
Gamma wet = 16,1 [kN/m3]<br />
Gamma dry = 10,5 [kN/m3]<br />
Water content = 53,4 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 14<br />
2 24<br />
3 39<br />
4 73<br />
5 132
Oedometer test conform NEN 5118<br />
Annex<br />
S05<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b1; 0.40 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b1.coi<br />
Settlement [mm]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
Cv = 5,700E-007 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 2<br />
0 T90 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak zandige zwak humeuze klei met schelpen en houtresten<br />
Gamma wet = 17,9 [kN/m3]<br />
Gamma dry = 13,9 [kN/m3]<br />
Water content = 28,5 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 11<br />
2 18<br />
3 33<br />
4 57<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S05<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b1; 0.40 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b1.coi<br />
Settlement [mm]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
Cv = 1,509E-007 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 3<br />
0 T90 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak zandige zwak humeuze klei met schelpen en houtresten<br />
Gamma wet = 17,9 [kN/m3]<br />
Gamma dry = 13,9 [kN/m3]<br />
Water content = 28,5 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 11<br />
2 18<br />
3 33<br />
4 57<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S05<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b1; 0.40 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b1.coi<br />
Settlement [mm]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
0,160<br />
0,180<br />
0,200<br />
0,220<br />
Cv = 1,155E-007 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 4<br />
0 T90 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
zwak zandige zwak humeuze klei met schelpen en houtresten<br />
Gamma wet = 17,9 [kN/m3]<br />
Gamma dry = 13,9 [kN/m3]<br />
Water content = 28,5 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 11<br />
2 18<br />
3 33<br />
4 57<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S05<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b1; 0.40 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b1.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
0,60<br />
Cv = 7,386E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 5<br />
0 T90 144 576 1296 2304 3600 5184<br />
Time [m<strong>in</strong>] (Root)<br />
zwak zandige zwak humeuze klei met schelpen en houtresten<br />
Gamma wet = 17,9 [kN/m3]<br />
Gamma dry = 13,9 [kN/m3]<br />
Water content = 28,5 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 11<br />
2 18<br />
3 33<br />
4 57<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S05<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b1; 0.40 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b1.coi<br />
Settlement [mm]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
Cv = - [m2/s]<br />
Ca = - [-]<br />
No calculation performed<br />
Casagran<strong>de</strong> Method; Loadstep 2<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = - [m2/kN]<br />
K = - [m/s]<br />
zwak zandige zwak humeuze klei met schelpen en houtresten<br />
Gamma wet = 17,9 [kN/m3]<br />
Gamma dry = 13,9 [kN/m3]<br />
Water content = 28,5 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 11<br />
2 18<br />
3 33<br />
4 57<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S05<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b1; 0.40 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b1.coi<br />
Settlement [mm]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
Cv = 2,128E-007 [m2/s]<br />
Ca = - [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 3<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 3,481E-004 [m2/kN]<br />
K = 7,265E-010 [m/s]<br />
zwak zandige zwak humeuze klei met schelpen en houtresten<br />
Gamma wet = 17,9 [kN/m3]<br />
Gamma dry = 13,9 [kN/m3]<br />
Water content = 28,5 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 11<br />
2 18<br />
3 33<br />
4 57<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S05<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b1; 0.40 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b1.coi<br />
Settlement [mm]<br />
0,000<br />
0,020<br />
0,040<br />
0,060<br />
0,080<br />
0,100<br />
0,120<br />
0,140<br />
0,160<br />
0,180<br />
0,200<br />
0,220<br />
Cv = 2,351E-007 [m2/s]<br />
Ca = 1,493E-003 [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 4<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 3,851E-004 [m2/kN]<br />
K = 8,881E-010 [m/s]<br />
zwak zandige zwak humeuze klei met schelpen en houtresten<br />
Gamma wet = 17,9 [kN/m3]<br />
Gamma dry = 13,9 [kN/m3]<br />
Water content = 28,5 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 11<br />
2 18<br />
3 33<br />
4 57<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S05<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b1; 0.40 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b1.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
0,60<br />
Cv = 2,328E-007 [m2/s]<br />
Ca = 2,159E-003 [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 5<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Mv = 3,279E-004 [m2/kN]<br />
K = 7,491E-010 [m/s]<br />
zwak zandige zwak humeuze klei met schelpen en houtresten<br />
Gamma wet = 17,9 [kN/m3]<br />
Gamma dry = 13,9 [kN/m3]<br />
Water content = 28,5 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 11<br />
2 18<br />
3 33<br />
4 57<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S05<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b1; 0.40 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b1.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,000<br />
0,005<br />
0,010<br />
0,015<br />
0,020<br />
0,025<br />
0,030<br />
0,035<br />
0,040<br />
0,045<br />
0,050<br />
0,055<br />
Cp = 9,376E+001 [-]<br />
Cp' = 3,196E+001 [-]<br />
-<br />
Pc<br />
Koppejan Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
Cs = 7,906E+002 [-]<br />
Cs' = 6,896E+002 [-]<br />
zwak zandige zwak humeuze klei met schelpen en houtresten<br />
C = 6,359E+001 [-]<br />
C' = 2,696E+001 [-]<br />
Gamma wet = 17,9 [kN/m3]<br />
Gamma dry = 13,9 [kN/m3]<br />
Water content = 28,5 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 11<br />
2 18<br />
3 33<br />
4 57<br />
5 131<br />
Pc' = 43,0 [kN/m2]
Oedometer test conform NEN 5118<br />
Annex<br />
S05<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b1; 0.40 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b1.coi<br />
Settlement [mm]<br />
0,00<br />
0,20<br />
0,40<br />
0,60<br />
0,80<br />
1,00<br />
1,20<br />
Cp = 9,376E+001 [-]<br />
Cp' = 3,196E+001 [-]<br />
-<br />
Koppejan Method<br />
0,010 0,020 0,050 0,100 0,200 0,500 1,000 2,000 5,000 10,000<br />
Time [day] (Log)<br />
Cs = 7,906E+002 [-]<br />
Cs' = 6,896E+002 [-]<br />
zwak zandige zwak humeuze klei met schelpen en houtresten<br />
C = 6,359E+001 [-]<br />
C' = 2,696E+001 [-]<br />
Gamma wet = 17,9 [kN/m3]<br />
Gamma dry = 13,9 [kN/m3]<br />
Water content = 28,5 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 11<br />
2 18<br />
3 33<br />
4 57<br />
5 131<br />
Pc' = 43,0 [kN/m2]
Oedometer test conform NEN 5118<br />
Annex<br />
S05<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b1; 0.40 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b1.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
RR = 2,485E-002 [-]<br />
CR = 7,384E-002 [-]<br />
-<br />
NEN-Bjerrum Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
Ca = 1,826E-003 [-]<br />
Vo = 1,677 [-]<br />
zwak zandige zwak humeuze klei met schelpen en houtresten<br />
Gamma wet = 17,9 [kN/m3]<br />
Gamma dry = 13,9 [kN/m3]<br />
Water content = 28,5 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 11<br />
2 18<br />
3 33<br />
4 57<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S05<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b1; 0.40 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b1.coi<br />
L<strong>in</strong>ear Stra<strong>in</strong> [-]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
Pc = 43,0 [kN/m2]<br />
Vo = 1,677 [-]<br />
-<br />
Pc<br />
NEN-Bjerrum Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
zwak zandige zwak humeuze klei met schelpen en houtresten<br />
Gamma wet = 17,9 [kN/m3]<br />
Gamma dry = 13,9 [kN/m3]<br />
Water content = 28,5 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 11<br />
2 18<br />
3 33<br />
4 57<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S05<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b1; 0.40 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b1.coi<br />
Natural Stra<strong>in</strong> [-]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
Pc = 43,2 [kN/m2]<br />
-<br />
Pc<br />
Isotachen Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
zwak zandige zwak humeuze klei met schelpen en houtresten<br />
Gamma wet = 17,9 [kN/m3]<br />
Gamma dry = 13,9 [kN/m3]<br />
Water content = 28,5 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 11<br />
2 18<br />
3 33<br />
4 57<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S05<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b1; 0.40 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b1.coi<br />
Natural Stra<strong>in</strong> [-]<br />
0,000<br />
0,010<br />
0,020<br />
0,030<br />
0,040<br />
0,050<br />
0,060<br />
A = 1,087E-002 [-]<br />
B = 3,346E-002 [-]<br />
-<br />
Isotachen Method<br />
10 20 50 100 200 500 1000<br />
Load [kN/m2]<br />
C = 8,373E-004 [-]<br />
zwak zandige zwak humeuze klei met schelpen en houtresten<br />
Gamma wet = 17,9 [kN/m3]<br />
Gamma dry = 13,9 [kN/m3]<br />
Water content = 28,5 [%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 11<br />
2 18<br />
3 33<br />
4 57<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S06<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b3.coi<br />
Settlement [mm]<br />
0,00<br />
0,05<br />
0,10<br />
0,15<br />
0,20<br />
0,25<br />
0,30<br />
0,35<br />
0,40<br />
0,45<br />
Cv = 5,984E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 2<br />
0 T90 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
sterk kleiig veen<br />
Gamma wet = 11,7 [kN/m3]<br />
Gamma dry = 4,6 [kN/m3]<br />
Water content = 151,6[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 18<br />
2 28<br />
3 47<br />
4 77<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S06<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b3.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
0,60<br />
0,70<br />
0,80<br />
Cv = 5,460E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 3<br />
0 T90 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
sterk kleiig veen<br />
Gamma wet = 11,7 [kN/m3]<br />
Gamma dry = 4,6 [kN/m3]<br />
Water content = 151,6[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 18<br />
2 28<br />
3 47<br />
4 77<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S06<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b3.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
0,60<br />
0,70<br />
0,80<br />
0,90<br />
1,00<br />
Cv = 3,759E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 4<br />
0 T90 49 196 441 784 1225 1764<br />
Time [m<strong>in</strong>] (Root)<br />
sterk kleiig veen<br />
Gamma wet = 11,7 [kN/m3]<br />
Gamma dry = 4,6 [kN/m3]<br />
Water content = 151,6[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 18<br />
2 28<br />
3 47<br />
4 77<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S06<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b3.coi<br />
Settlement [mm]<br />
0,00<br />
0,20<br />
0,40<br />
0,60<br />
0,80<br />
1,00<br />
1,20<br />
1,40<br />
Cv = 1,937E-008 [m2/s]<br />
-<br />
T90<br />
Taylor Method; Loadstep 5<br />
0 T90 144 576 1296 2304 3600 5184<br />
Time [m<strong>in</strong>] (Root)<br />
sterk kleiig veen<br />
Gamma wet = 11,7 [kN/m3]<br />
Gamma dry = 4,6 [kN/m3]<br />
Water content = 151,6[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 18<br />
2 28<br />
3 47<br />
4 77<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S06<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b3.coi<br />
Settlement [mm]<br />
0,00<br />
0,05<br />
0,10<br />
0,15<br />
0,20<br />
0,25<br />
0,30<br />
0,35<br />
0,40<br />
0,45<br />
Cv = 5,299E-008 [m2/s]<br />
Ca = - [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 2<br />
Mv = 1,719E-003 [m2/kN]<br />
K = 8,933E-010 [m/s]<br />
sterk kleiig veen<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Gamma wet = 11,7 [kN/m3]<br />
Gamma dry = 4,6 [kN/m3]<br />
Water content = 151,6[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 18<br />
2 28<br />
3 47<br />
4 77<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S06<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b3.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
0,60<br />
0,70<br />
0,80<br />
Cv = 4,456E-008 [m2/s]<br />
Ca = 8,634E-003 [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 3<br />
Mv = 1,643E-003 [m2/kN]<br />
K = 7,183E-010 [m/s]<br />
sterk kleiig veen<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Gamma wet = 11,7 [kN/m3]<br />
Gamma dry = 4,6 [kN/m3]<br />
Water content = 151,6[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 18<br />
2 28<br />
3 47<br />
4 77<br />
5 131
Oedometer test conform NEN 5118<br />
Annex<br />
S06<br />
A4<br />
Bor<strong>in</strong>g O-019+60-B-44, Monster b3; 1.10 m-mv<br />
form.<br />
Veessen - Wapenveld<br />
VH-5910<br />
ctr.<br />
Phone<br />
Fax<br />
07-08-2010<br />
MJN<br />
date drw.<br />
MCompress 2.1 : B-44-b3.coi<br />
Settlement [mm]<br />
0,00<br />
0,10<br />
0,20<br />
0,30<br />
0,40<br />
0,50<br />
0,60<br />
0,70<br />
0,80<br />
0,90<br />
1,00<br />
Cv = 1,033E-008 [m2/s]<br />
Ca = 9,992E-003 [-]<br />
-<br />
Casagran<strong>de</strong> Method; Loadstep 4<br />
Mv = 1,446E-003 [m2/kN]<br />
K = 1,466E-010 [m/s]<br />
sterk kleiig veen<br />
T50 T100<br />
0,0010 0,0100 0,1000 1,0000 10,0000 100,0000 1000,0000 10000,0000<br />
Time [m<strong>in</strong>] (Log)<br />
Gamma wet = 11,7 [kN/m3]<br />
Gamma dry = 4,6 [kN/m3]<br />
Water content = 151,6[%]<br />
Load Data<br />
Step Load [kN/m2]<br />
1 18<br />
2 28<br />
3 47<br />
4 77<br />
5 131