- Page 1 and 2: SETTLEMENT OF SHALLOW FOUNDATIONSON
- Page 3 and 4: ACKNOWLEDGEMENTSThis study was fund
- Page 5 and 6: 5.2.6 Alpan (1964) ................
- Page 7 and 8: LIST OF TABLESTable 2.1 Previous In
- Page 9 and 10: Figure 5.9 Schultze and Sherif(l973
- Page 11 and 12: Figure B.8 Updated Douglas Chart (O
- Page 13 and 14: 2.0 BACKGROUND - SETTLEMENT OF SHAL
- Page 15 and 16: HORIZONTAL DISPLACEMENT, mm10. 0Not
- Page 17 and 18: 3.1 Introduction3.0 DESIGN APPROACH
- Page 19 and 20: 4.0 ELASTIC SOLUTIONS FOR ESTIMATIN
- Page 21: "o2.8-2.4t2.01.61.2(a)iII-~10520.80
- Page 25 and 26: 2.52.0fl-1 1.5Figure 4.5 Janbu et a
- Page 27 and 28: thus underestimate settlement. A co
- Page 29 and 30: 1.00.9 ~--~~~ ~t::$:::"--+-----+---
- Page 31 and 32: 1.0~'-o0.90.80.70.60.5~~~-BURLAND\~
- Page 33 and 34: settlement of each layer. The layer
- Page 35 and 36: ifa.=JO" S=Q867xplbxC 80 02 .Cs04 0
- Page 37 and 38: 0. I 00. 150.20m'-.NJ:>-~w0w>....<-
- Page 39 and 40: I2IIfvEDG~- ~,..=.33~vc/-""CENTERJL
- Page 41 and 42: " ~...,I...,"~~....."'w 0-~'z z1.0~
- Page 43 and 44: 2 - Compute the settlement of one c
- Page 45 and 46: s = settlementq = foundation stress
- Page 47 and 48: 4.8 Wahls and Gupta (1994)A method
- Page 49 and 50: Corrections to the SPT blowcount sh
- Page 51 and 52: 4.9.1 Standard Penetration TestNume
- Page 53 and 54: there are several techniques that h
- Page 55 and 56: Overconsolidation ratio, OCRFigure
- Page 57 and 58: Table 4.3 Soil Modulus from Standar
- Page 59 and 60: Table 4.5 Soil Modulus from Cone Pe
- Page 61 and 62: Table 4.5 Cont'dReference Relations
- Page 63 and 64: Table 4.6 Other Expressions for Soi
- Page 65 and 66: Table 5.1 Methods to Evaluate Settl
- Page 67 and 68: 19. Stroud (1989)20. Berardi eta!.
- Page 69 and 70: -100.-----~-----------------,~-----
- Page 71 and 72: the compression of the layer is cal
- Page 73 and 74:
20 40 60 dO 100Std. Penetration Res
- Page 75 and 76:
40 60 80 100RELATIVE DENSITY, PER C
- Page 77 and 78:
VIa..LLI0::JVIS P T- NUMBERS OF BLO
- Page 79 and 80:
Alp an suggested that the correctio
- Page 81 and 82:
y = soil total unit weightCw = wate
- Page 83 and 84:
1000~-------r----~~--------~-------
- Page 85 and 86:
00 0·5 1·0 1·5·Ye2•0Figure 5,
- Page 87 and 88:
s M~87 !1•D.U/B)p~<=::!::':'"'e11
- Page 89 and 90:
N = uncorrected blowcountC, = embed
- Page 91 and 92:
I 2 3UNCONFINED COMPRESSIVE STRENGT
- Page 93 and 94:
~-~LU-LU~ eJ:.:t::\:!W~~k-----4----
- Page 95 and 96:
5.2.19 Stroud (1989)Stroud (1989) s
- Page 97 and 98:
'E-z~161412 J-100WIZI.D8 J-4 J- 1jz
- Page 99 and 100:
N)'Nq140 IIIN'YINcIIII20 80 I/N'Y 1
- Page 101 and 102:
The soil stiffness is evaluated usi
- Page 103 and 104:
1 •••. ... .,1-: •. .......
- Page 105 and 106:
5.2.21 Anagnostopoulos eta!. (1991)
- Page 107 and 108:
Ll.p' = (2P cos 6 8)/rcz 2 [5.91]Ad
- Page 109 and 110:
0~·Illso ·~100 II~\~ 0••100 "
- Page 111 and 112:
5.3.5 Schmertmann (1970)In what may
- Page 113 and 114:
4.- Use Equation 5.95 to calculate
- Page 115 and 116:
Soil Type.QJNsandy silt 2.5sand & g
- Page 117 and 118:
IOr---.----,,---,---,,,---,---,----
- Page 119 and 120:
Table 5.5 Influence Factors for Ber
- Page 121 and 122:
Table 5.6 Reported Use ofPressureme
- Page 123 and 124:
q' =net footing pressureB = footing
- Page 125 and 126:
In order to recognize the strain ar
- Page 127 and 128:
For different soils Menard suggeste
- Page 129 and 130:
5.5 Dilatometer TestMarchetti (1980
- Page 131 and 132:
Method B - Special MethodThis metho
- Page 133 and 134:
OCR= [K(OC)/(1-sin ~ )](1 10·' sin
- Page 135 and 136:
Figure 5.29 Settlement Ratio as a f
- Page 137 and 138:
5.6.2 Barata (1973)B arata also poi
- Page 139 and 140:
6"';_;51 v = o , 1~ c~ 4 o/:;0-~ "'
- Page 141 and 142:
and circular foundation; 4B for str
- Page 143 and 144:
~N~~~~~~"' ~0.~100 1.0ii..., c. 10
- Page 145 and 146:
Table 5.9 Comparison of Settlement
- Page 147 and 148:
6.0 ALLOWABLE BEARING CAPACITY CHAR
- Page 149 and 150:
5lr)lr.tl\)J~2~'§ I~t--·/_'f()()/
- Page 151 and 152:
7\~' "'--O&nseVery Dense..___ N=5o-
- Page 153 and 154:
also noted that "If the pressure co
- Page 155 and 156:
6;:.:5~4~~ 3'~~ 2~~tl. I~~',I) 0(c!
- Page 157 and 158:
capacity is reduced, the allowable
- Page 159 and 160:
6.6 Sowers (1962)Sowers (1962) in L
- Page 161 and 162:
301-E~. (2-1 1 9)251-201-l\1050~1-"
- Page 163 and 164:
800700~- N'qo- 0.05 qo OOB 8~0_!:!.
- Page 165 and 166:
It was stated by Mohan et al. (1971
- Page 167 and 168:
1 4f--u.-(")1 2C IIVl'->- 1 0z!;;au
- Page 169 and 170:
600(a) D/B = 1 (b) D/B = 0.5 (c) D/
- Page 171 and 172:
6050z~- 40c:~0u~ 30/v----/0~ 20 ".0
- Page 173 and 174:
250----200 ,........15010050•/...
- Page 175 and 176:
q. = NJO.Ol2B (kN/m 2 ) [6.27)Equat
- Page 177 and 178:
fl(m)6 600~N.:::~~"2 ~~M"5 500-~~4
- Page 179 and 180:
0 2 4B,FT10 12Qo =ALLOWABLE BEARING
- Page 181 and 182:
0 0 010c"' E~-V> "' 8.£~0-V>drr!'?
- Page 183 and 184:
Table 6.2 (continuted)Method lxlm 1
- Page 185 and 186:
7.0 LOAD-SETTLEMENT BEHAVIOR OF SPR
- Page 187 and 188:
The value of Q/Q, 1 , is essentiall
- Page 189 and 190:
Figure 7.3 Nondimensional Load-Sett
- Page 191 and 192:
120~-------------------------------
- Page 193 and 194:
z00 0.7:5w 0.6f- <t~ 0.5~:::J 0.4--
- Page 195 and 196:
qb(s/0=5%)0.5 1.0 150~6-....2"~zUJ
- Page 197 and 198:
tDr= 59%q'YB0 20 40 6040 t,-Dr= 47%
- Page 199 and 200:
The bearing capacity factors are a
- Page 201 and 202:
7.3 Review of Load TestsInitially,
- Page 203 and 204:
Table 7.2 Normalized Load-Settlemen
- Page 205 and 206:
Table 7.3 Normalized Load - Settlem
- Page 207 and 208:
Table 7.4 Normalized Load- Settleme
- Page 209 and 210:
0.9* •+.•t * ' '........... ,
- Page 211 and 212:
1.0'I' i 'I' i0.9~"' i "'v :'I' "'
- Page 213 and 214:
8.0 SETTLEMENTS FROM CYCLIC LOADING
- Page 215 and 216:
9.0 RECOMMENDATIONSBased on the res
- Page 217 and 218:
4- Martin (1987) Method (PMT)5- Par
- Page 219 and 220:
Berardi, R., Jamiolkowski, M., and
- Page 221 and 222:
Engineering." Proceedings of the 2n
- Page 223 and 224:
Garga, V.K., and Quin, J.T., 1974.
- Page 225 and 226:
Kovacs, W.D., Evans, J.C. and Griff
- Page 227 and 228:
Meigh, A.C., 1963. "Discussion on S
- Page 229 and 230:
Parry, R.H.G., 1978. "Estimating Fo
- Page 231 and 232:
Schultze, E. and Sherif, G., 1973.
- Page 233:
Tucker, K.D., 1987. "Uplift Behavio