Hydro-Mechanical Properties of an Unsaturated Frictional Material

More documents

Recommendations

Info

218 APPENDIX B. SOIL-WATER CHARACTERISTIC CURVE - EXPERIMENTAL RESULTS AND BEST FITS Volumetric water content (%) Saturation (-) 50 40 30 20 10 0 1.0 0.8 0.6 0.4 0.2 0.0 Experimental results - drainage Best fit Fredlund and Xing (1994) Experimental results - imbibition Best fit Fredlund and Xing (1994) 0 1 10 100 Suction (kPa) 0 1 10 100 Suction (kPa) Figure B.1: Experimental results and best fit (Fredlund and Xing 1994) for drainage and imbibition process from modified pressure plate apparatus (loose specimen, steady state test)
Volumetric water content (%) Saturation (-) 50 40 30 20 10 0 1.0 0.8 0.6 0.4 0.2 0.0 0 1 10 100 Suction (kPa) Experimental results - drainage Best fit Fredlund and Xing (1994) Experimental results - imbibition Best fit Fredlund and Xing (1994) 0 1 10 100 Suction (kPa) Figure B.2: Experimental results and best fit (Fredlund and Xing 1994) for drainage and imbibition process from modified pressure plate apparatus (dense specimen, steady state test) 219
Page 1:
Hydro-Mechanical Properties of Part
Page 5:
Acknowledgement The present dissert
Page 8 and 9:
3.2 Steps of Model Building . . . .
Page 10 and 11:
11 Summary and Outlook 205 11.1 Gen
Page 12 and 13:
2.16 Influence of Brooks and Corey
Page 14 and 15:
6.2 Experimental results of soil-wa
Page 16 and 17:
7.17 Unsaturated hydraulic conducti
Page 18 and 19:
B.6 Experimental results and best f
Page 20 and 21:
8.3 Constitutive parameters for the
Page 22 and 23:
E ref ur Oedometer reference stiffn
Page 24:
ρ Density (g/cm 3 ) ρd ρs Dry de
Page 28 and 29:
2 CHAPTER 1. INTRODUCTION Figure 1.
Page 30 and 31:
4 CHAPTER 1. INTRODUCTION - Model b
Page 32 and 33:
6 CHAPTER 1. INTRODUCTION
Page 34 and 35:
8 CHAPTER 2. STATE OF THE ART condu
Page 36 and 37:
10 CHAPTER 2. STATE OF THE ART soil
Page 38 and 39:
12 CHAPTER 2. STATE OF THE ART the
Page 40 and 41:
14 CHAPTER 2. STATE OF THE ART Figu
Page 42 and 43:
16 CHAPTER 2. STATE OF THE ART - Su
Page 44 and 45:
18 CHAPTER 2. STATE OF THE ART - Re
Page 46 and 47:
20 CHAPTER 2. STATE OF THE ART Volu
Page 48 and 49:
22 CHAPTER 2. STATE OF THE ART Drai
Page 50 and 51:
24 CHAPTER 2. STATE OF THE ART wher
Page 52 and 53:
26 CHAPTER 2. STATE OF THE ART drai
Page 54 and 55:
28 CHAPTER 2. STATE OF THE ART Tabl
Page 56 and 57:
30 CHAPTER 2. STATE OF THE ART Tabl
Page 58 and 59:
32 CHAPTER 2. STATE OF THE ART by W
Page 60 and 61:
34 CHAPTER 2. STATE OF THE ART proc
Page 62 and 63:
36 CHAPTER 2. STATE OF THE ART - Im
Page 64 and 65:
38 CHAPTER 2. STATE OF THE ART auth
Page 66 and 67:
40 CHAPTER 2. STATE OF THE ART 2.5.
Page 68 and 69:
Page 70 and 71:
Page 72 and 73:
46 CHAPTER 2. STATE OF THE ART fitt
Page 74 and 75:
48 CHAPTER 2. STATE OF THE ART Satu
Page 76 and 77:
50 CHAPTER 2. STATE OF THE ART when
Page 78 and 79:
52 CHAPTER 2. STATE OF THE ART Degr
Page 80 and 81:
54 CHAPTER 2. STATE OF THE ART 1. T
Page 82 and 83:
56 CHAPTER 2. STATE OF THE ART 0.2
Page 84 and 85:
58 CHAPTER 2. STATE OF THE ART meth
Page 86 and 87:
60 CHAPTER 2. STATE OF THE ART When
Page 88 and 89:
62 CHAPTER 2. STATE OF THE ART Vert
Page 90 and 91:
64 CHAPTER 2. STATE OF THE ART a) S
Page 92 and 93:
66 CHAPTER 2. STATE OF THE ART - Ja
Page 94 and 95:
68 CHAPTER 2. STATE OF THE ART
Page 96 and 97:
70 CHAPTER 3. INTRODUCTION TO PROCE
Page 98 and 99:
Page 100 and 101:
Page 102 and 103:
76 CHAPTER 4. EXPERIMENTAL SETUPS s
Page 104 and 105:
78 CHAPTER 4. EXPERIMENTAL SETUPS 1
Page 106 and 107:
80 CHAPTER 4. EXPERIMENTAL SETUPS D
Page 108 and 109:
82 CHAPTER 4. EXPERIMENTAL SETUPS d
Page 110 and 111:
84 CHAPTER 4. EXPERIMENTAL SETUPS b
Page 112 and 113:
86 CHAPTER 4. EXPERIMENTAL SETUPS t
Page 114 and 115:
Page 116 and 117:
90 CHAPTER 4. EXPERIMENTAL SETUPS D
Page 118 and 119:
Page 120 and 121:
94 CHAPTER 4. EXPERIMENTAL SETUPS T
Page 122 and 123:
96 CHAPTER 5. MATERIAL USED AND EXP
Page 124 and 125:
98 CHAPTER 5. MATERIAL USED AND EXP
Page 126 and 127:
100 CHAPTER 5. MATERIAL USED AND EX
Page 128 and 129:
Page 130 and 131:
Page 132 and 133:
Page 134 and 135:
Page 136 and 137:
Page 138 and 139:
Page 140 and 141:
Page 142 and 143:
116 CHAPTER 6. EXPERIMENTAL RESULTS
Page 144 and 145:
Page 146 and 147:
Page 148 and 149:
Page 150 and 151:
Page 152 and 153:
Page 154 and 155:
Page 156 and 157:
Page 158 and 159:
Page 160 and 161:
Page 162 and 163:
136 CHAPTER 7. ANALYSIS AND INTERPR
Page 164 and 165:
138 Observed values (-) Observed va
Page 166 and 167:
Page 168 and 169:
Page 170 and 171:
Page 172 and 173:
Page 174 and 175:
Page 176 and 177:
Page 178 and 179:
Page 180 and 181:
Page 182 and 183:
Page 184 and 185:
Page 186 and 187:
Page 188 and 189:
Page 190 and 191:
164 Stiffness modulus (kPa) Stiffne
Page 192 and 193:
Page 194 and 195: 168 CHAPTER 7. ANALYSIS AND INTERPR
Page 196 and 197: 170 CHAPTER 7. ANALYSIS AND INTERPR
Page 198 and 199: 172CHAPTER 8. NEW SWCC MODEL FOR SA
Page 212 and 213: 186 CHAPTER 9. NUMERICAL SIMULATION
Page 222 and 223: CHAPTER 10. BEARING CAPACITY OF A S
Page 230 and 231: 204 CHAPTER 10. BEARING CAPACITY OF
Page 232 and 233: 206 CHAPTER 11. SUMMARY AND OUTLOOK
Page 240 and 241: 214 APPENDIX A. DETAILS ZOU’S MOD
Page 242 and 243: 216 APPENDIX A. DETAILS ZOU’S MOD
Page 246 and 247: 220 APPENDIX B. SOIL-WATER CHARACTE
Page 256 and 257: 230 APPENDIX C. COLLAPSE POTENTIAL
Page 258 and 259: 232 Vertical strain (-) Vertical st
Page 260 and 261: 234 APPENDIX E. NEW SWCC MODEL - DE
Page 266 and 267: 240 40 50 30 APPENDIX E. NEW SWCC M
Page 268 and 269: 242 Observed Values Number of obser
Page 270 and 271: 244 BIBLIOGRAPHY Aubertin, M., Mbon
Page 272 and 273: 246 BIBLIOGRAPHY Campbell, J. D. (1
Page 274 and 275: 248 BIBLIOGRAPHY Davis, J. L. & Ann
Page 276 and 277: 250 BIBLIOGRAPHY Ferré, P. A. & To
Page 278 and 279: 252 BIBLIOGRAPHY Grozic, J. L. H.,
Page 280 and 281: 254 BIBLIOGRAPHY Janbu, N. (1969),
Page 282 and 283: 256 BIBLIOGRAPHY Lawton, E. C., Fra
Page 284 and 285: 258 BIBLIOGRAPHY Mualem, Y. (1977),
Page 286 and 287: 260 BIBLIOGRAPHY Phene, C. J., Hoff
Page 288 and 289: 262 BIBLIOGRAPHY Rojas, J. C., Sali
Page 290 and 291: 264 BIBLIOGRAPHY Stoimenova, E., Da
Page 292 and 293: 266 BIBLIOGRAPHY Vanapalli, S. K. &
Page 294 and 295:
268 BIBLIOGRAPHY Unsaturated Geotec
Page 296 and 297:
Schriftenreihe des Lehrstuhls für
Page 298:
Herausgeber: Th. Triantafyllidis 32
show all

Hydro-Mechanical Properties of an Unsaturated Frictional Material

Create successful ePaper yourself

Delete template?

Save as template?