Hydro-Mechanical Properties of an Unsaturated Frictional Material

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256 BIBLIOGRAPHY Lawton, E. C., Fragaszy, R. J. & Hetherington, M. D. (1992), ‘Review of wetting-induced collapse in compacted soil’, Journal of Geotechnical Engineering 118(9), 1376–1394. Ledieu, J., de Ridder, P., de Clerck, P. & Dautreband, S. (1986), ‘A method of measuring soil moisture by time-domain reflectometry’, Journal of Hydrology 88, 319–328. Leong, E. C., He, L. & Rahardjo, H. (2002), ‘Factors affecting the filter paper method for total and matric suction measurements’, Geotechnical Testing Journal 25(3), 321–332. Leong, E. C. & Rahardjo, H. (1997a), ‘Permeability for unsaturated soils’, Journal of Geotech- nical and Geoenvironmental Engineering 123(12), 1118–1126. Leong, E. C. & Rahardjo, H. (1997b), ‘Review of soil-water characteristic curve equations’, Journal of Geotechnical and Geoenvironmental Engineering 123(12), 1106–1117. Leong, E.-C., Tripathy, S. & Rahardjo, H. (2003), ‘Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique’, Géotechnique 53(2), 173– 182. Liakopoulos, A. C. (1964), Transient flow through unsaturated porous media, PhD thesis, University of Berkley, California. Lins, Y., Agus, S. S., Tripathy, S. & Schanz, T. (2002), Determination of unsaturated coef- ficient of permeability for sand, in T. Schanz, ed., ‘4. Workshop Weimar - Teilgesättigte Böden’, Bauhaus-Universität Weimar, pp. 93–99. Lins, Y. & Schanz, T. (2005), Determination of hydro-mechanical properties of sand, in T. Schanz, ed., ‘Unsaturated Soils: Experimental Studies, Vol. I’, Springer Proceedings in Physics 93, Springer-Verlag, Berlin Heidelberg, pp. 15–32. Lins, Y., Zou, Y. & Schanz, T. (2007), Physical modeling of SWCC for granular materials, in T. Schanz, ed., ‘Theoretical and Numerical Unsaturated Soil Mechanics’, Springer Proceedings in Physics 113, Springer-Verlag, Berlin Heidelberg, pp. 61–74. Logsdon, S. & Jaynes, D. (1993), ‘Methodology for determining hydraulic conductivity with tension infiltrometers’, Soil Science Society of America Journal 57, 1426–1431. Look, B. & Reeves, I. (1992), ‘The application of time domain reflectometry in geotechnical instrumentation’, Geotechnical Testing Journal 13(3), 277–283. Lu, N. & Likos, W. (2004), Unsaturated soil mechanics, John Wiley and Sons, Inc., Hoboken, New Jersey. Mahler, F. M. & Diene, A. A. (2007), Tensiometer development for high suction analysis in laboratory lysimeters, in T. Schanz, ed., ‘Experimental Unsaturated Soil Mechanics’, Springer Proceedings in Physics 112, Springer-Verlag, Berlin Heidelberg, pp. 103–115.
BIBLIOGRAPHY 257 Malicki, M., Plagge, R., Renger, M. & Walczak, R. (1992), ‘Application of time domain reflectometry (TDR) soil moisture miniprobe for the determination of unsaturated soil water characteristics from undisturbed soil cores’, Irrigation Science 13(2), 65–72. Malicki, M., Plagge, R. & Roth, C. H. (1996), ‘Improving the calibration of dielectric TDR soil moisture determination taking into account the solid soil’, European Journal of Soil Science 47, 357–366. Manthey, S. (2006), Two phase flow processes with dynamic effects in porous media - param- eter estimation and simulation, PhD thesis, Institut für Wasserbau, Universität Stuttgart. Marshall, T. J. (1958), ‘A relation between permeability and size distribution of pores’, Jour- nal of Soil Science 9(1), 1–8. Meerdink, J. S., Benson, C. H. & Khire, M. V. (1996), ‘Unsaturated hydraulic conductivity of two compacted barrier soils’, Journal of Geotechnical Engineering 7(122), 565–576. Meyerhof, G. G. (1951), ‘The ultimate bearing capacity of foundations’, Géotechnique 2, 301– 332. Miller, E. & Miller, R. (1988), ‘Physical theory for capillary flow phenomena’, Transport in porous media 3, 324–332. Millington, R. J. & Quirk, J. P. (1961), ‘Permeability of porous solids’, Transaction of Faraday Society 57, 1200–1206. Mitchell, J. K. (1993), Fundamentals of Soil Behavior, 2nd edn, John Wiley and Sons Inc., NY. Miura, S. & Toki, S. (1982), ‘A sample preparation method and its effect on static and cyclic deformation strength properties’, Soils and Foundations 22(1), 61–77. Mohamed, F. M. O. & Vanapalli, S. K. (2006), Laboratory investigations for the measurement of the bearing capacity of an unsaturated coarse-grained soil, in ‘59th Canadian Geotech- nical Conference’, BC, Vancouver. Mokni, M. & Desrue, J. (1999), ‘Strain localisation measurements in undrained plane-strain biaxial tests on hostun rf sand’, Mechanics of cohesive-frictional materials 4, 419–441. Mualem, Y. (1974), ‘A conceptual model of hysteresis’, Water Resources Research 10, 514– 520. Mualem, Y. (1976), ‘A new model for predicting the hydraulic conductivity of unsaturated porous media’, Water Resources Research 12, 593–622.
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Hydro-Mechanical Properties of Part
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Acknowledgement The present dissert
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3.2 Steps of Model Building . . . .
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11 Summary and Outlook 205 11.1 Gen
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2.16 Influence of Brooks and Corey
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6.2 Experimental results of soil-wa
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7.17 Unsaturated hydraulic conducti
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B.6 Experimental results and best f
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8.3 Constitutive parameters for the
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E ref ur Oedometer reference stiffn
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ρ Density (g/cm 3 ) ρd ρs Dry de
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2 CHAPTER 1. INTRODUCTION Figure 1.
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4 CHAPTER 1. INTRODUCTION - Model b
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6 CHAPTER 1. INTRODUCTION
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8 CHAPTER 2. STATE OF THE ART condu
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10 CHAPTER 2. STATE OF THE ART soil
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12 CHAPTER 2. STATE OF THE ART the
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14 CHAPTER 2. STATE OF THE ART Figu
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16 CHAPTER 2. STATE OF THE ART - Su
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18 CHAPTER 2. STATE OF THE ART - Re
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20 CHAPTER 2. STATE OF THE ART Volu
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22 CHAPTER 2. STATE OF THE ART Drai
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24 CHAPTER 2. STATE OF THE ART wher
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26 CHAPTER 2. STATE OF THE ART drai
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28 CHAPTER 2. STATE OF THE ART Tabl
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30 CHAPTER 2. STATE OF THE ART Tabl
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32 CHAPTER 2. STATE OF THE ART by W
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34 CHAPTER 2. STATE OF THE ART proc
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36 CHAPTER 2. STATE OF THE ART - Im
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38 CHAPTER 2. STATE OF THE ART auth
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40 CHAPTER 2. STATE OF THE ART 2.5.
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46 CHAPTER 2. STATE OF THE ART fitt
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48 CHAPTER 2. STATE OF THE ART Satu
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50 CHAPTER 2. STATE OF THE ART when
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52 CHAPTER 2. STATE OF THE ART Degr
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54 CHAPTER 2. STATE OF THE ART 1. T
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56 CHAPTER 2. STATE OF THE ART 0.2
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58 CHAPTER 2. STATE OF THE ART meth
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60 CHAPTER 2. STATE OF THE ART When
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62 CHAPTER 2. STATE OF THE ART Vert
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64 CHAPTER 2. STATE OF THE ART a) S
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66 CHAPTER 2. STATE OF THE ART - Ja
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68 CHAPTER 2. STATE OF THE ART
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70 CHAPTER 3. INTRODUCTION TO PROCE
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76 CHAPTER 4. EXPERIMENTAL SETUPS s
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78 CHAPTER 4. EXPERIMENTAL SETUPS 1
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80 CHAPTER 4. EXPERIMENTAL SETUPS D
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82 CHAPTER 4. EXPERIMENTAL SETUPS d
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84 CHAPTER 4. EXPERIMENTAL SETUPS b
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86 CHAPTER 4. EXPERIMENTAL SETUPS t
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90 CHAPTER 4. EXPERIMENTAL SETUPS D
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94 CHAPTER 4. EXPERIMENTAL SETUPS T
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96 CHAPTER 5. MATERIAL USED AND EXP
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98 CHAPTER 5. MATERIAL USED AND EXP
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100 CHAPTER 5. MATERIAL USED AND EX
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116 CHAPTER 6. EXPERIMENTAL RESULTS
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136 CHAPTER 7. ANALYSIS AND INTERPR
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138 Observed values (-) Observed va
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164 Stiffness modulus (kPa) Stiffne
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172CHAPTER 8. NEW SWCC MODEL FOR SA
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186 CHAPTER 9. NUMERICAL SIMULATION
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CHAPTER 10. BEARING CAPACITY OF A S
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204 CHAPTER 10. BEARING CAPACITY OF
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Page 258 and 259: 232 Vertical strain (-) Vertical st
Page 260 and 261: 234 APPENDIX E. NEW SWCC MODEL - DE
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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 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
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Hydro-Mechanical Properties of an Unsaturated Frictional Material

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