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Volumn 1, Issue , 2011, Pages 113-136

Unsaturated soils: Compacted versus reconstituted states

Author keywords

[No Author keywords available]

Indexed keywords

COMPACTED SOIL; EXPERIMENTAL STUDIES; MECHANICAL BEHAVIOUR; MECHANICAL RESPONSE; UNSATURATED SOIL;

EID: 79960323949     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (50)

References (73)
  • 3
    • 0025620943 scopus 로고
    • A constitutive model for partly saturated soils
    • Alonso, E.E., Gens, A. & Josa, A. 1990. A constitutive model for partly saturated soils. Géotechnique 40(3): 405-430.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 405-430
    • Alonso, E.E.1    Gens, A.2    Josa, A.3
  • 4
    • 0000469208 scopus 로고
    • A correlative study of the chemical and physical properties of a group of natural soils in Israel
    • Banin, A. & Amiel, A. 1970. A correlative study of the chemical and physical properties of a group of natural soils in Israel. Geoderma, 3: 185-198.
    • (1970) Geoderma , vol.3 , pp. 185-198
    • Banin, A.1    Amiel, A.2
  • 8
    • 4143143043 scopus 로고    scopus 로고
    • Researching structural complexity in agricultural soils
    • DOI 10.1016/j.still.2004.04.001, PII S016719870400087X
    • Carter, M.R. 2004. Researching structural complexity in agricultural soils. Soil & Tillage Research 79: 1-6. (Pubitemid 39081866)
    • (2004) Soil and Tillage Research , vol.79 , Issue.1 , pp. 1-6
    • Carter, M.R.1
  • 9
    • 0001443482 scopus 로고
    • Capillary condensation due to van der Waals attraction in wet slits
    • Christenson, H.K. 1994. Capillary condensation due to van der Waals attraction in wet slits. Phys. Rev. Lett., 73(13): 1821-1824. (Pubitemid 24975977)
    • (1994) Physical Review Letters , vol.73 , Issue.13 , pp. 1821-1824
    • Christenson, H.K.1
  • 10
    • 0016072127 scopus 로고
    • The form and function of microfabric features in a variety of natural soils
    • Collins, K. & McGown, A. 1974. The form and function of microfabric features in a variety of natural soils. Géotechnique, 24: 233-254.
    • (1974) Géotechnique , vol.24 , pp. 233-254
    • Collins, K.1    McGown, A.2
  • 12
    • 0030169959 scopus 로고    scopus 로고
    • Yielding and plastic behaviour of an unsaturated compacted silt
    • Cui, Y.J. & Delage, P. 1996. Yielding and plastic behaviour of an unsaturated compacted silt. Géotechnique 46(2): 291-311. (Pubitemid 126541593)
    • (1996) Geotechnique , vol.46 , Issue.2 , pp. 291-311
    • Cui, Y.J.1    Delage, P.2
  • 14
    • 84859952307 scopus 로고    scopus 로고
    • Discussion: Compaction behaviour of clay
    • Delage, P. 2009. Discussion: Compaction behaviour of clay. Géotechnique 59(1): 75-77.
    • (2009) Géotechnique , vol.59 , Issue.1 , pp. 75-77
    • Delage, P.1
  • 15
    • 77956252191 scopus 로고    scopus 로고
    • A microstructure approach to the sensitivity and compressibility of some Eastern Canada sensitive clays
    • Delage, P. 2010. A microstructure approach to the sensitivity and compressibility of some Eastern Canada sensitive clays. Géotechnique 60(5): 353-368.
    • (2010) Géotechnique , vol.60 , Issue.5 , pp. 353-368
    • Delage, P.1
  • 17
    • 0000383817 scopus 로고
    • Mechanical behaviour of unsaturated soils: Understanding the behaviour of unsaturated soils requires reliable conceptual models. Unsaturated Soils
    • Paris, France (ed. Alonso, E.E. and Delage, P.), Rotterdam: Balkema
    • Delage, P. & Graham, J. 1995. Mechanical behaviour of unsaturated soils: Understanding the behaviour of unsaturated soils requires reliable conceptual models. Unsaturated Soils. Proc. 1st Int. Conf. on Unsaturated Soils (UNSAT 95), Paris, France (ed. Alonso, E.E. and Delage, P.), Rotterdam: Balkema, 3: 1223-1256.
    • (1995) Proc. 1st Int. Conf. on Unsaturated Soils (UNSAT 95) , vol.3 , pp. 1223-1256
    • Delage, P.1    Graham, J.2
  • 18
    • 0021286108 scopus 로고
    • Study of the structure of a sensitive Champlain clay and of its evolution during consolidation
    • Delage, P. & Lefebvre, G. 1984. Study of the structure of a sensitive Champlain clay and of its evolution during consolidation. Can. Geotech. J. 21(1): 21-35. (Pubitemid 14547272)
    • (1984) Canadian Geotechnical Journal , vol.21 , Issue.1 , pp. 21-35
    • Delage, P.1    Lefebvre, G.2
  • 19
    • 33746018719 scopus 로고    scopus 로고
    • Ageing effects in a compacted bentonite: A microstructure approach
    • DOI 10.1680/geot.2006.56.5.291
    • Delage, P., Marcial, D., Cui, Y.J. & Ruiz, X. 2006. Ageing effects in a compacted bentonite: a microstructure approach. Géotechnique 56(5): 291-304. (Pubitemid 44065001)
    • (2006) Geotechnique , vol.56 , Issue.5 , pp. 291-304
    • Delage, P.1    Marcial, D.2    Cui, Y.J.3    Ruiz, X.4
  • 20
    • 0021334903 scopus 로고
    • Influence de la lyophilisation sur la structure d'une argile sensible di Quèbec
    • Delage, P. & Pellerin, F.M. 1984. Influence de la lyophilisation sur la structure d'une argile sensible di Quèbec. Clay Miner. 19(2): 151-160.
    • (1984) Clay Miner. , vol.19 , Issue.2 , pp. 151-160
    • Delage, P.1    Pellerin, F.M.2
  • 21
    • 0000479323 scopus 로고
    • Use of the Cryoscan apparatus for observation of freezefractured planes of a sensitive Quebec clay in scanning electron microscopy
    • Delage, P., Tessier, D. & Marcel-Audiguier, M. 1982. Use of the Cryoscan apparatus for observation of freezefractured planes of a sensitive Quebec clay in scanning electron microscopy. Can. Geotech. J. 19(1): 111-114.
    • (1982) Can. Geotech. J. , vol.19 , Issue.1 , pp. 111-114
    • Delage, P.1    Tessier, D.2    Marcel-Audiguier, M.3
  • 22
    • 0001906860 scopus 로고
    • Pore size distributions in clay
    • Diamond, S. 1970. Pore size distributions in clay. Clays Clay Miner. 18: 7-23.
    • (1970) Clays Clay Miner. , vol.18 , pp. 7-23
    • Diamond, S.1
  • 23
    • 49649149654 scopus 로고
    • Microstructure and pore structure of impact-compacted clays
    • Diamond, S. 1971. Microstructure and pore structure of impact-compacted clays. Clays Clay Miner, 19: 239-249.
    • (1971) Clays Clay Miner , vol.19 , pp. 239-249
    • Diamond, S.1
  • 24
    • 0027788538 scopus 로고
    • Improved calibration of time domain reflectometry soil water content measurements
    • Dirksen, C. & Dasberg, S. 1993. Improved calibration of time domain reflectometry soil water content measurements. Soil Sci. Soc. Am. J., 57: 660-667.
    • (1993) Soil Sci. Soc. Am. J. , vol.57 , pp. 660-667
    • Dirksen, C.1    Dasberg, S.2
  • 25
    • 0037293574 scopus 로고    scopus 로고
    • An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour
    • Gallipoli, D., Gens, A., Sharma, R. & Vaunat, J. 2003a. An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour. Géotechnique 53, No. 1, 123-136.
    • (2003) Géotechnique , vol.53 , Issue.1 , pp. 123-136
    • Gallipoli, D.1    Gens, A.2    Sharma, R.3    Vaunat, J.4
  • 26
    • 0037293670 scopus 로고    scopus 로고
    • Modelling the variation of degree of saturation in a deformable unsaturated soil
    • DOI 10.1680/geot.53.1.105.37249
    • Gallipoli, D., Wheeler, S.J. & Karstunen, M. 2003b. Modelling the variation of degree of saturation in a deformable unsaturated soil. Géotechnique 53(1): 105-112. (Pubitemid 36290483)
    • (2003) Geotechnique , vol.53 , Issue.1 , pp. 105-112
    • Gallipoli, D.1    Wheeler, S.J.2    Karstunen, M.3
  • 28
    • 0018491581 scopus 로고
    • Pore distribution and permeability of silty clays
    • Garcia-Bengochea, I., Lovell, C.W., Altschaeffl, A.G. 1979. Pore distribution and permeability of silty clays Journal of the Geotechnical Engineering Division, ASCE 105(7): 839-856. (Pubitemid 9449337)
    • (1979) ASCE J Geotech Eng Div , vol.105 , Issue.7 , pp. 839-856
    • Garcia-Bengochea, I.1    Lovell, C.W.2    Altschaeffl, A.G.3
  • 30
    • 84875196528 scopus 로고    scopus 로고
    • Characterising the collapsible response of an in-situ compacted silt
    • (O. Buzzi, S. Fityus & D. Sheng, eds.), CRC Press
    • Gomez R., Romero E., Lloret A. & Suriol, J. 2009. Characterising the collapsible response of an in-situ compacted silt. In Proc. of 4th Asia Pacific Conference on Unsaturated Soils (O. Buzzi, S. Fityus & D. Sheng, eds.), CRC Press: 371-376.
    • (2009) Proc. of 4th Asia Pacific Conference on Unsaturated Soils , pp. 371-376
    • Gomez, R.1    Romero, E.2    Lloret, A.3    Suriol, J.4
  • 31
    • 0024627978 scopus 로고
    • Change in pore size distribution due to consolidation of clays
    • Griffiths, F.J. & Joshi, R.C. 1989. Change in pore size distribution due to consolidation of clays. Géotechnique, 39(1): 159-167.
    • (1989) Géotechnique , vol.39 , Issue.1 , pp. 159-167
    • Griffiths, F.J.1    Joshi, R.C.2
  • 32
    • 74349089691 scopus 로고    scopus 로고
    • Évolution de la microtexture d'une matrice kaolinitique sur chemin triaxial axisymétrique
    • Hattab, M., Bouziri-Adrouche, S. and Fleureau, J.-M. 2010. Évolution de la microtexture d'une matrice kaolinitique sur chemin triaxial axisymétrique. Can. Geotech. J. 47(1): 34-48.
    • (2010) Can. Geotech. J. , vol.47 , Issue.1 , pp. 34-48
    • Hattab, M.1    Bouziri-Adrouche, S.2    Fleureau, J.-M.3
  • 33
    • 0032105296 scopus 로고    scopus 로고
    • Development and verification of a coefficient of permeability function for a deformable unsaturated soil
    • Huang, S., Barbour, S.L. & Fredlund, D.G. 1998. Development and verification of a coefficient of permeability function for a deformable unsaturated soil. Can. Geotech. J. 35(4): 411-425.
    • (1998) Can. Geotech. J. , vol.35 , Issue.4 , pp. 411-425
    • Huang, S.1    Barbour, S.L.2    Fredlund, D.G.3
  • 34
    • 0030601481 scopus 로고    scopus 로고
    • Capillary condensation and adhesion of two wetter surfaces
    • DOI 10.1006/jcis.1996.0480
    • Iwamatsu, M. & Horii, K. 1996. Capillary condensation and adhesion of two wetter surfaces. J. Colloid Interface Sci., 182: 400-406. (Pubitemid 26342581)
    • (1996) Journal of Colloid and Interface Science , vol.182 , Issue.2 , pp. 400-406
    • Iwamatsu, M.1    Horii, K.2
  • 35
    • 56349118800 scopus 로고    scopus 로고
    • A study of the microstructure to assess the relaiability of laboratory compacted soils as reference material for earth constructions
    • Bontempi, F. (ed.). Rotterdam: A.A. Balkema
    • Jommi, C. & Sciotti, A. 2003. A study of the microstructure to assess the relaiability of laboratory compacted soils as reference material for earth constructions. System-based Vision for Strategic and Creative Design, Bontempi, F. (ed.), 3: 2409-2415. Rotterdam: A.A. Balkema.
    • (2003) System-based Vision for Strategic and Creative Design , vol.3 , pp. 2409-2415
    • Jommi, C.1    Sciotti, A.2
  • 37
    • 67649282742 scopus 로고    scopus 로고
    • The mechanical behaviour of an unsaturated compacted silty clay
    • Jotisankasa, A., Coop, M. & Ridley, A. 2009. The mechanical behaviour of an unsaturated compacted silty clay. Géotechnique 59(5): 415-428.
    • (2009) Géotechnique , vol.59 , Issue.5 , pp. 415-428
    • Jotisankasa, A.1    Coop, M.2    Ridley, A.3
  • 38
    • 0035690303 scopus 로고    scopus 로고
    • The role of pore water in the mechanical behavior of unsaturated soils
    • DOI 10.1023/A:1013188200053, Unsaturated Soil Concepts and Their Application in Geotechnical Practice
    • Karube, D. & Kawai, K. 2001. The role of pore water in the mechanical behaviour of unsaturated soils. Geotechnical and Geological Engineering 19: 211-241. (Pubitemid 34068259)
    • (2001) Geotechnical and Geological Engineering , vol.19 , Issue.3-4 , pp. 211-241
    • Karube, D.1    Kawai, K.2
  • 39
  • 40
    • 77949293435 scopus 로고    scopus 로고
    • Structural characterisation of unsaturated aggregated soils
    • Koliji, A., Vulliet, L. & Laloui, L. 2010. Structural characterisation of unsaturated aggregated soils. Can. Geotech. J. 47: 297-311.
    • (2010) Can. Geotech. J. , vol.47 , pp. 297-311
    • Koliji, A.1    Vulliet, L.2    Laloui, L.3
  • 41
    • 0001149097 scopus 로고
    • Compressibility and collapsibility of compacted unsaturated loessial soils, unsaturated soils
    • Paris, France (ed. Alonso, E.E. and Delage, P.), Rotterdam: Balkema
    • Li, Z.M. 1995 Compressibility and Collapsibility of Compacted Unsaturated Loessial Soils, Unsaturated Soils. Proc. 1st Int. Conf. on Unsaturated Soils (UNSAT 95), Paris, France (ed. Alonso, E.E. and Delage, P.), Rotterdam: Balkema, 1: 139-144.
    • (1995) Proc. 1st Int. Conf. on Unsaturated Soils (UNSAT 95) , vol.1 , pp. 139-144
    • Li, Z.M.1
  • 42
    • 0037292663 scopus 로고    scopus 로고
    • Mechanical behaviour of heavily compacted bentonite under high suction changes
    • DOI 10.1680/geot.53.1.27.37258
    • Lloret, A., Villar, M.V., Sanchez, M., Gens, A., Pintado, X. & Alonso, E.E. 2003. Mechanical behaviour of heavily compacted bentonite under high suction changes. Géotechnique 53(1): 27-40. (Pubitemid 36290477)
    • (2003) Geotechnique , vol.53 , Issue.1 , pp. 27-40
    • Lloret, A.1    Villar, M.V.2    Sanchez, M.3    Gens, A.4    Pintado, X.5    Alonso, E.E.6
  • 45
    • 77956251750 scopus 로고    scopus 로고
    • Evolution of microstructure in compacted London Clay during wetting and loading
    • Monroy, R., Zdravkovic, L. & Ridley, A. 2010. Evolution of microstructure in compacted London Clay during wetting and loading. Géotechnique 60(2): 105-119.
    • (2010) Géotechnique , vol.60 , Issue.2 , pp. 105-119
    • Monroy, R.1    Zdravkovic, L.2    Ridley, A.3
  • 46
    • 79955026016 scopus 로고    scopus 로고
    • Pore size distribution of pusan clay measured by mercury intrusion porosimetry
    • Ninjgarav, E., Chung, S.-G., Jang, W.-Y., Ryu, C-K. 2007. Pore Size Distribution of Pusan Clay Measured by Mercury Intrusion Porosimetry. KSCE Journal of Civil Engineering 11(3): 133-139.
    • (2007) KSCE Journal of Civil Engineering , vol.11 , Issue.3 , pp. 133-139
    • Ninjgarav, E.1    Chung, S.-G.2    Jang, W.-Y.3    Ryu, C.-K.4
  • 47
    • 0026403905 scopus 로고
    • Fabric of field- and laboratory-compacted clay
    • Prapaharan, S., White, D.M., Altschaeffl, A.G. 1991. Fabric of field- and laboratory-compacted clay. J Geotech Eng ASCE 117(12): 1934-1940.
    • (1991) J Geotech Eng ASCE , vol.117 , Issue.12 , pp. 1934-1940
    • Prapaharan, S.1    White, D.M.2    Altschaeffl, A.G.3
  • 51
    • 56349140666 scopus 로고    scopus 로고
    • Microstructure investigation in unsaturated soils: A review with special attention to contribution a mercury intrusion porosimetry and environmental scanning electron microscopy
    • Romero, E. and Simms, P. 2008. Microstructure investigation in unsaturated soils: A review with special attention to contribution a mercury intrusion porosimetry and environmental scanning electron microscopy. Geotech. Geol. Eng., 26: 705-727.
    • (2008) Geotech. Geol. Eng. , vol.26 , pp. 705-727
    • Romero, E.1    Simms, P.2
  • 52
    • 0033198634 scopus 로고    scopus 로고
    • Water permeability, water retention and microstructure of unsaturated compacted Boom clay
    • DOI 10.1016/S0013-7952(99)00067-8, PII S0013795299000678, Microstructural modelling with special emphasis on the use of clays for waste isolation
    • Romero, E., Gens, A. & Lloret, A., 1999. Water permeability, water retention and microstructure of unsaturated compacted Boom clay. Engineering Geology, 54: 117-127. (Pubitemid 29473645)
    • (1999) Engineering Geology , vol.54 , Issue.1-2 , pp. 117-127
    • Romero, E.1    Gens, A.2    Lloret, A.3
  • 53
    • 77953492974 scopus 로고    scopus 로고
    • Definition and experimental determination of a soil-water retention surface
    • Salager S., El Youssoufi, M.S., and Saix C. 2010. Definition and experimental determination of a soil-water retention surface. Canadian Geotechnical Journal, 47(6): 609-622.
    • (2010) Canadian Geotechnical Journal , vol.47 , Issue.6 , pp. 609-622
    • Salager, S.1    El Youssoufi, M.S.2    Saix, C.3
  • 54
    • 0034740326 scopus 로고    scopus 로고
    • Measurement and estimation of pore shrinkage and pore distribution in a clayey till during soil-water characteristic curve tests
    • DOI 10.1139/cgj-38-4-741
    • Simms P.H. & Yanful, E.K. 2001. Measurement and estimation of pore shrinkage and pore distribution in a clayey till during soil-water characteristic curve tests. Can Geotech J. 38:741-754. (Pubitemid 33079998)
    • (2001) Canadian Geotechnical Journal , vol.38 , Issue.4 , pp. 741-754
    • Simms, P.H.1    Yanful, E.K.2
  • 56
    • 1942498852 scopus 로고    scopus 로고
    • An extended Cam-clay model for unsaturated soils with hydraulic hysteresis
    • DOI 10.1680/geot.54.3.223.36352
    • Tamagnini, R. 2004. An extended Cam-clay model for unsaturated soils with hydraulic hysteresis, Géotechnique 54(3): 223-228. (Pubitemid 38531491)
    • (2004) Geotechnique , vol.54 , Issue.3 , pp. 223-228
    • Tamagnini, R.1
  • 57
    • 24744454397 scopus 로고    scopus 로고
    • Pore size distribution of clayey soils measured by mercury intrusion porosimetry and its relation to hydraulic conductivity
    • Tanaka, H., Shiwakoti, D.R., Omukai N., Rito F., Locat J.; Tanaka M. 2003. Pore size distribution of clayey soils measured by mercury intrusion porosimetry and its relation to hydraulic conductivity. Soils and Foundations, 43(6): 63-67.
    • (2003) Soils and Foundations , vol.43 , Issue.6 , pp. 63-67
    • Tanaka, H.1    Shiwakoti, D.R.2    Omukai, N.3    Rito, F.4    Locat, J.5    Tanaka, M.6
  • 58
    • 19944378474 scopus 로고    scopus 로고
    • Controlling suction by the vapour equilibrium technique at different temperatures and its application in determining the water retention properties of MX80 clay
    • DOI 10.1139/t04-082
    • Tang, A.-M. & Cui, Y.-J. 2005. Controlling suction by the vapour equilibrium technique at different temperatures and its application in determining the water retention properties of MX80 clay. Can. Geotech. J. 42: 287-296. (Pubitemid 40757891)
    • (2005) Canadian Geotechnical Journal , vol.42 , Issue.1 , pp. 287-296
    • Tang, A.-M.1    Cui, Y.-J.2
  • 59
    • 67949112603 scopus 로고    scopus 로고
    • Compaction behaviour of clay: Authors' reply to discussion by P. Delage
    • Tarantino, A. & De Col E. 2009. Compaction behaviour of clay: Authors' reply to discussion by P. Delage. Géotechnique, 59(1): 75-76.
    • (2009) Géotechnique , vol.59 , Issue.1 , pp. 75-76
    • Tarantino, A.1    De Col, E.2
  • 62
    • 77649194550 scopus 로고    scopus 로고
    • A water retention model for deformable soils
    • Tarantino, A. 2009. A water retention model for deformable soils. Géotechnique 59(9): 751-762.
    • (2009) Géotechnique , vol.59 , Issue.9 , pp. 751-762
    • Tarantino, A.1
  • 63
    • 85049748292 scopus 로고    scopus 로고
    • Basic concepts in the mechanics and hydraulics of unsaturated geomaterials
    • Lyesse Laloui (ed.). ISTE-John Wiley & Sons
    • Tarantino, A. 2010. Basic concepts in the mechanics and hydraulics of unsaturated geomaterials. New Trends in the Mechanics of Unsaturated Geomaterials Lyesse Laloui (ed.). ISTE-John Wiley & Sons.
    • (2010) New Trends in the Mechanics of Unsaturated Geomaterials
    • Tarantino, A.1
  • 64
    • 57849153916 scopus 로고    scopus 로고
    • Compaction behaviour of clay
    • Tarantino, A. & De Col, E. 2008. Compaction behaviour of clay. Géotechnique 58(3): 199-213.
    • (2008) Géotechnique , vol.58 , Issue.3 , pp. 199-213
    • Tarantino, A.1    De Col, E.2
  • 65
    • 18844393371 scopus 로고    scopus 로고
    • Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay
    • DOI 10.1680/geot.55.4.307.65486
    • Tarantino, A. & Tombolato, S. 2005. Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay. Géotechnique, 55(4): 307-317. (Pubitemid 40696663)
    • (2005) Geotechnique , vol.55 , Issue.4 , pp. 307-317
    • Tarantino, A.1    Tombolato, S.2
  • 66
    • 34547184559 scopus 로고    scopus 로고
    • Pore size distribution of unsaturated compacted kaolin: The initial states and final states following saturation
    • Thom, R., Sivakumar, R., Sivakumar, V., Murray, E.J. & Mackinnon, P. 2007. Pore size distribution of unsaturated compacted kaolin: the initial states and final states following saturation. Géotechnique 57(5): 469-474. (Pubitemid 47117742)
    • (2007) Geotechnique , vol.57 , Issue.5 , pp. 469-474
    • Thom, R.1    Sivakumar, R.2    Sivakumar, V.3    Murray, E.J.4    Mackinnon, P.5
  • 67
    • 27644588332 scopus 로고    scopus 로고
    • Water films and scaling of soil characteristic curves at low water contents
    • doi:10.1029/2005 WR004142
    • Tuller, M. & Or, D. 2005. Water films and scaling of soil characteristic curves at low water contents. Water Resour. Res., 41, W09403, doi:10.1029/2005 WR004142.
    • (2005) Water Resour. Res. , vol.41
    • Tuller, M.1    Or, D.2
  • 68
    • 0032991366 scopus 로고    scopus 로고
    • Adsorption and capillary condensation in porous media: Liquid retention and interfacial configurations in angular pores
    • DOI 10.1029/1999WR900098
    • Tuller, M., Or, D. & Dudley, L.M. 1999. Adsorption and capillary condensation in porous media: Liquid retention and interfacial configurations in angular pores. Water Resour. Res., 35(7): 1949-1964. (Pubitemid 29311631)
    • (1999) Water Resources Research , vol.35 , Issue.7 , pp. 1949-1964
    • Tuller, M.1    Dani, O.2    Dudley, L.M.3
  • 69
    • 0033024736 scopus 로고    scopus 로고
    • The influence of soil structure and stress history on the soil-water characteristics of a compacted till
    • 999
    • Vanapalli, S.K., Fredlund, D.G. & Pufhal, D.E. (999. The influence of soil structure and stress history on the soil-water characteristics of a compacted till. Géotechnique 49(2): 143-159.
    • Géotechnique , vol.49 , Issue.2 , pp. 143-159
    • Vanapalli, S.K.1    Fredlund, D.G.2    Pufhal, D.E.3
  • 70
    • 0001069565 scopus 로고    scopus 로고
    • An elastoplastic hydromechanical model for unsaturated soils
    • (eds A. Tarantino and C. Mancuso). Rotterdam: A.A. Balkema
    • Vaunat, J., Romero, E. & Jommi, C. 2000. An elastoplastic hydromechanical model for unsaturated soils. In Experimental evidence and theoretical approaches in unsaturated soils (eds A. Tarantino and C. Mancuso), pp. 121-138. Rotterdam: A.A. Balkema.
    • (2000) Experimental Evidence and Theoretical Approaches in Unsaturated Soils , pp. 121-138
    • Vaunat, J.1    Romero, E.2    Jommi, C.3
  • 71
    • 0028974913 scopus 로고
    • An elasto-plastic critical state framework for unsaturated soil
    • Wheeler, S.J. & Sivakumar, V. 1995. An elasto-plastic critical state framework for unsaturated soil. Géotechnique 45(1): 35-53.
    • (1995) Géotechnique , vol.45 , Issue.1 , pp. 35-53
    • Wheeler, S.J.1    Sivakumar, V.2
  • 72
    • 0034253683 scopus 로고    scopus 로고
    • Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 2: Shearing and constitutive modelling
    • Wheeler, S.J. & Sivakumar, V. 2000. Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 2: Shearing and constitutive modelling. Géotechnique 50(4): 369-376. (Pubitemid 30648149)
    • (2000) Geotechnique , vol.50 , Issue.4 , pp. 369-376
    • Wheeler, S.J.1    Sivakumar, V.2
  • 73
    • 0037294709 scopus 로고    scopus 로고
    • Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils
    • DOI 10.1680/geot.53.1.41.37252
    • Wheeler, S.J., Sharma, R.S. & Buisson, M.S.R. 2003. Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils. Géotechnique 53(1): 41-54. (Pubitemid 36290478)
    • (2003) Geotechnique , vol.53 , Issue.1 , pp. 41-54
    • Wheeler, S.J.1    Sharma, R.S.2    Buisson, M.S.R.3


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