266 BIBLIOGRAPHY V<strong>an</strong>apalli, S. K. & Mohamed, F. M. O. (2007), Bearing capacity <strong>of</strong> model footings in un- saturated soils, in T. Sch<strong>an</strong>z, ed., ‘Experimental <strong>Unsaturated</strong> Soil Mech<strong>an</strong>ics’, Springer Proceedings in Physics 112, Springer-Verlag, Berlin Heidelberg, pp. 483–493. V<strong>an</strong>apalli, S. K., Nicotera, M. V. & Sharma, R. S. (2008), ‘Axis tr<strong>an</strong>slation <strong>an</strong>d negative water column techniques for suction control’, Geotechnical <strong>an</strong>d Geological Engineering 26(6), 645– 660. Vesic, A. S. (1973), ‘Analysis <strong>of</strong> ultimate loads <strong>of</strong> shallow foundations’, Journal <strong>of</strong> the Soil Mech<strong>an</strong>ics <strong>an</strong>d Foundation Devision (SM1), 45–73. Viaene, P., Vereecken, H., Diels, J. & Feyen, J. (1994), ‘A statistical <strong>an</strong>alysis <strong>of</strong> six hysteresis models for the moisture retention characteristic’, Soil Science 157(6), 345–355. von Soos, P. (2001), Grundbautaschenbuch Teil1: Geotechnische Grundlagen, 6. edn, Ernst und Sohn, chapter Eigenschaften von Boden und Fels - Ihre Ermittlung im Labor, pp. 117– 201. W<strong>an</strong>, A. W. L. (1996), The use <strong>of</strong> thermocouple psychrometers to measure in situ suctions <strong>an</strong>d water content in compacted clays, PhD thesis, University M<strong>an</strong>itoba. W<strong>an</strong>a-Etyem, C. (1982), Static <strong>an</strong>d dynamic water content pressure head relations <strong>of</strong> porous media, PhD thesis, Colorado State Univ., Ft. Collins, CO. W<strong>an</strong>g, Z., Wu, L. & Wu, Q. J. (2000), ‘Water-entry value as <strong>an</strong> alternative indicator <strong>of</strong> soil water-repellency <strong>an</strong>d wettability’, Journal <strong>of</strong> <strong>Hydro</strong>logy 231–232, 76–83. Watson, K. (1966), ‘An inst<strong>an</strong>t<strong>an</strong>eous pr<strong>of</strong>ile method for determining the hydraulic conduc- tivity <strong>of</strong> unsaturated porous media’, Water Resources Research 4(2), 709–715. Watson, K. K. (1965), Non-continuous porous media flow, Technical Report 84, Water Res. Lab., Univ. <strong>of</strong> New South Wales, M<strong>an</strong>ly Vale, N. S. W., Australia. Weiler, K. W., Steenhuis, T. S., Boll, J. & Kung, K.-J. S. (1998), ‘Comparison <strong>of</strong> ground penetrating radar <strong>an</strong>d time domain reflectometry as soil water sensors’, Soil Science Society <strong>of</strong> America Journal 62, 1237–1239. Wendroth, O., Ehlers, W., Hopm<strong>an</strong>s, J., Kage, H., Halbertsma, J. & Wosten, J. (1993), ‘Reevaluation <strong>of</strong> the evaporation method for determining hydraulic functions in unsaturated soils’, Soil Science Society <strong>of</strong> America Journal 57, 1436–1443. Wildenschild, D. & Hopm<strong>an</strong>s, J. (1997), Flow rate dependence <strong>of</strong> hydraulic properties <strong>of</strong> unsaturated porous media, in M. T. V. Genuchten, F. J. Leij & L. Wu, eds, ‘Proc. <strong>of</strong> the Int. Workshop on Characterization <strong>an</strong>d Measurement <strong>of</strong> the Hydraulic <strong>Properties</strong> <strong>of</strong> <strong>Unsaturated</strong> Porous Media’, University <strong>of</strong> California, Riverside, CA, pp. 893–904.
BIBLIOGRAPHY 267 Wildenschild, D., Hopm<strong>an</strong>s, J. W. & Simunek, J. (2001), ‘Flow rate dependence <strong>of</strong> soil hy- draulic characteristics’, Soil Science Society <strong>of</strong> America Journal 65, 35–48. Wildenschild, D., Jensen, K. H., Hollenbeck, K. J., Ill<strong>an</strong>gasekare, T. H., Znidarcic, D., Son- nenborg, T. & Butts, M. B. (1997), ‘A two-stage procedure for determining unsaturated hydraulic characteristics using a syringe pump <strong>an</strong>d outflow observations’, Soil Science So- ciety <strong>of</strong> America Journal 61, 347–359. Williams, P. J. (1982), The surface <strong>of</strong> the Earth: An introduction to geotechnical science, Longm<strong>an</strong> Inc., New York. Wind, G. (1966), Capillary conductivity data estimated by a simple method, in P. Ritjema & H. Wassnik, eds, ‘Water in the unsaturated zone, Vol. 1, Proc. Wageningen Symp.’, Intl. Assoc. <strong>of</strong> Scientific <strong>Hydro</strong>logists, UNESCO, Paris. Wind, G. P. (1955), ‘Field experiment concerning capillary rise <strong>of</strong> moisture in heavy clay soils’, Neth. J. Agric. Sci. 3, 60–69. Y<strong>an</strong>g, H., Rahardjo, H., Leong, E.-C. & Fredlund, D. G. (2004a), ‘Factors affecting drying <strong>an</strong>d wetting soil-water characteristic curves <strong>of</strong> s<strong>an</strong>dy soils’, C<strong>an</strong>adi<strong>an</strong> Geitechnical Journal 41, 908–920. Y<strong>an</strong>g, H., Rahardjo, H., Leong, E. & Fredlund, D. (2004b), ‘A study <strong>of</strong> infiltration on three s<strong>an</strong>d capillary barriers’, C<strong>an</strong>adi<strong>an</strong> Geotechnical Journal 41, 629–643. Y<strong>an</strong>g, H., Rahardjo, H., Wibawa, B. & Leong, E.-C. (2004), ‘A soil column apparatus for laboratory infiltration study’, Geotechnical Testing Journal 27(4), 347–355. Youngs, E. G. (1964), ‘An infiltration method <strong>of</strong> measuring the hydraulic conductivity <strong>of</strong> unsaturated porous media’, Soil Science 97, 307–311. Yu, X. & Drnevich, V. P. (2004), ‘Soil water content <strong>an</strong>d dry density by time domain reflec- tometry’, Journal <strong>of</strong> Geotechnical <strong>an</strong>d Geoenvironmental Engineering 130(9), 922–933. Zachm<strong>an</strong>n, D. W., Duchateau, P. C. & Klute, A. (1981), ‘The calibration <strong>of</strong> the richards flow equation for a draining column by parameter identification’, Soil Science Society <strong>of</strong> America Journal 45, 1012–1015. Zachm<strong>an</strong>n, D. W., Duchateau, P. C. & Klute, A. (1982), ‘Simult<strong>an</strong>eous approximation <strong>of</strong> water capacity <strong>an</strong>d soil hydraulic conductivity by parameter estimation’, Soil Science 134, 157–163. Zapata, C. E., Houston, W. N., Houston, S. L. & Walsh, K. D. (2000), Soil-water charac- teristic variability, in C. D. Shackelford, S. L. Houston & N.-Y. Ch<strong>an</strong>g, eds, ‘Adv<strong>an</strong>ces in
- 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:
42 CHAPTER 2. STATE OF THE ART Volu
- Page 70 and 71:
44 CHAPTER 2. STATE OF THE ART Volu
- 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:
72 CHAPTER 3. INTRODUCTION TO PROCE
- Page 100 and 101:
74 CHAPTER 3. INTRODUCTION TO PROCE
- 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:
88 CHAPTER 4. EXPERIMENTAL SETUPS s
- Page 116 and 117:
90 CHAPTER 4. EXPERIMENTAL SETUPS D
- Page 118 and 119:
92 CHAPTER 4. EXPERIMENTAL SETUPS s
- 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:
102 CHAPTER 5. MATERIAL USED AND EX
- Page 130 and 131:
104 CHAPTER 5. MATERIAL USED AND EX
- Page 132 and 133:
106 CHAPTER 5. MATERIAL USED AND EX
- Page 134 and 135:
108 CHAPTER 5. MATERIAL USED AND EX
- Page 136 and 137:
110 CHAPTER 5. MATERIAL USED AND EX
- Page 138 and 139:
112 CHAPTER 5. MATERIAL USED AND EX
- Page 140 and 141:
114 CHAPTER 5. MATERIAL USED AND EX
- Page 142 and 143:
116 CHAPTER 6. EXPERIMENTAL RESULTS
- Page 144 and 145:
118 CHAPTER 6. EXPERIMENTAL RESULTS
- Page 146 and 147:
120 CHAPTER 6. EXPERIMENTAL RESULTS
- Page 148 and 149:
122 CHAPTER 6. EXPERIMENTAL RESULTS
- Page 150 and 151:
124 CHAPTER 6. EXPERIMENTAL RESULTS
- Page 152 and 153:
126 CHAPTER 6. EXPERIMENTAL RESULTS
- Page 154 and 155:
128 CHAPTER 6. EXPERIMENTAL RESULTS
- Page 156 and 157:
130 CHAPTER 6. EXPERIMENTAL RESULTS
- Page 158 and 159:
132 CHAPTER 6. EXPERIMENTAL RESULTS
- Page 160 and 161:
134 CHAPTER 6. EXPERIMENTAL RESULTS
- Page 162 and 163:
136 CHAPTER 7. ANALYSIS AND INTERPR
- Page 164 and 165:
138 Observed values (-) Observed va
- Page 166 and 167:
140 CHAPTER 7. ANALYSIS AND INTERPR
- Page 168 and 169:
142 CHAPTER 7. ANALYSIS AND INTERPR
- Page 170 and 171:
144 CHAPTER 7. ANALYSIS AND INTERPR
- Page 172 and 173:
146 CHAPTER 7. ANALYSIS AND INTERPR
- Page 174 and 175:
148 CHAPTER 7. ANALYSIS AND INTERPR
- Page 176 and 177:
150 CHAPTER 7. ANALYSIS AND INTERPR
- Page 178 and 179:
152 CHAPTER 7. ANALYSIS AND INTERPR
- Page 180 and 181:
154 CHAPTER 7. ANALYSIS AND INTERPR
- Page 182 and 183:
156 CHAPTER 7. ANALYSIS AND INTERPR
- Page 184 and 185:
158 CHAPTER 7. ANALYSIS AND INTERPR
- Page 186 and 187:
160 CHAPTER 7. ANALYSIS AND INTERPR
- Page 188 and 189:
162 CHAPTER 7. ANALYSIS AND INTERPR
- Page 190 and 191:
164 Stiffness modulus (kPa) Stiffne
- Page 192 and 193:
166 CHAPTER 7. ANALYSIS AND INTERPR
- 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 200 and 201:
174CHAPTER 8. NEW SWCC MODEL FOR SA
- Page 202 and 203:
176CHAPTER 8. NEW SWCC MODEL FOR SA
- Page 204 and 205:
178CHAPTER 8. NEW SWCC MODEL FOR SA
- Page 206 and 207:
180CHAPTER 8. NEW SWCC MODEL FOR SA
- Page 208 and 209:
182CHAPTER 8. NEW SWCC MODEL FOR SA
- Page 210 and 211:
184CHAPTER 8. NEW SWCC MODEL FOR SA
- Page 212 and 213:
186 CHAPTER 9. NUMERICAL SIMULATION
- Page 214 and 215:
188 CHAPTER 9. NUMERICAL SIMULATION
- Page 216 and 217:
190 CHAPTER 9. NUMERICAL SIMULATION
- Page 218 and 219:
192 CHAPTER 9. NUMERICAL SIMULATION
- Page 220 and 221:
194 CHAPTER 9. NUMERICAL SIMULATION
- Page 222 and 223:
CHAPTER 10. BEARING CAPACITY OF A S
- Page 224 and 225:
CHAPTER 10. BEARING CAPACITY OF A S
- Page 226 and 227:
CHAPTER 10. BEARING CAPACITY OF A S
- Page 228 and 229:
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 234 and 235:
208 CHAPTER 11. SUMMARY AND OUTLOOK
- Page 236 and 237:
210 CHAPTER 11. SUMMARY AND OUTLOOK
- Page 238 and 239:
212 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 244 and 245: 218 APPENDIX B. SOIL-WATER CHARACTE
- Page 246 and 247: 220 APPENDIX B. SOIL-WATER CHARACTE
- Page 248 and 249: 222 APPENDIX B. SOIL-WATER CHARACTE
- Page 250 and 251: 224 APPENDIX B. SOIL-WATER CHARACTE
- Page 252 and 253: 226 APPENDIX B. SOIL-WATER CHARACTE
- Page 254 and 255: 228 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 262 and 263: 236 APPENDIX E. NEW SWCC MODEL - DE
- Page 264 and 265: 238 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 294 and 295: 268 BIBLIOGRAPHY Unsaturated Geotec
- Page 296 and 297: Schriftenreihe des Lehrstuhls für
- Page 298: Herausgeber: Th. Triantafyllidis 32