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Volumn 29, Issue 2, 2011, Pages 145-159

Shear Strength Criteria for Unsaturated Soils

Author keywords

Direct shear; Matric suction; Shear strength criteria; Triaxial; Unsaturated soil

Indexed keywords

DIRECT SHEAR; MATRIC SUCTION; SHEAR STRENGTH CRITERIA; TRIAXIAL; UNSATURATED SOIL;

EID: 79952040424     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10706-009-9276-x     Document Type: Article
Times cited : (137)

References (51)
  • 1
    • 0025620943 scopus 로고
    • A constitutive model for partially saturated soils
    • Alonso EE, Gens A, Josa A (1990) A constitutive model for partially 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
  • 3
    • 34547583143 scopus 로고
    • Some aspects of effective stress in saturated and partly saturated soils
    • Bishop AW, Blight GE (1963) Some aspects of effective stress in saturated and partly saturated soils. Géotechnique 13: 177-197.
    • (1963) Géotechnique , vol.13 , pp. 177-197
    • Bishop, A.W.1    Blight, G.E.2
  • 4
    • 0037355444 scopus 로고    scopus 로고
    • The mechanical behaviour of a reconstituted unsaturated silty clay
    • Cunningham MR, Ridley AM, Dineen K, Burland JB (2003) The mechanical behaviour of a reconstituted unsaturated silty clay. Géotechnique 53(2): 183-194.
    • (2003) Géotechnique , vol.53 , Issue.2 , pp. 183-194
    • Cunningham, M.R.1    Ridley, A.M.2    Dineen, K.3    Burland, J.B.4
  • 6
    • 0001059138 scopus 로고
    • The shear strength of partly saturated soils
    • Escario V, Saez J (1986) The shear strength of partly saturated soils. Géotechnique 36(3): 453-456.
    • (1986) Géotechnique , vol.36 , Issue.3 , pp. 453-456
    • Escario, V.1    Saez, J.2
  • 9
    • 0028480750 scopus 로고
    • Equations for soil-water characteristic curve
    • Fredlund DG, Xing A (1994) Equations for soil-water characteristic curve. Can Geotech J 31: 521-532.
    • (1994) Can Geotech J , vol.31 , pp. 521-532
    • Fredlund, D.G.1    Xing, A.2
  • 11
    • 0030157748 scopus 로고    scopus 로고
    • The relationship of unsaturated soil shear strength to the soil-water characteristic curve
    • Fredlund DG, Xing A, Fredlund MD, Barbour SL (1996) The relationship of unsaturated soil shear strength to the soil-water characteristic curve. Can Geotech J 33: 440-448.
    • (1996) Can Geotech J , vol.33 , pp. 440-448
    • Fredlund, D.G.1    Xing, A.2    Fredlund, M.D.3    Barbour, S.L.4
  • 12
    • 0024165818 scopus 로고
    • Determination of the shear strength parameters of an unsaturated soil using the direct shear test
    • Gan JK-M, Fredlund DG, Rahardjo H (1988) Determination of the shear strength parameters of an unsaturated soil using the direct shear test. Can Geotech J 25(3): 500-510.
    • (1988) Can Geotech J , vol.25 , Issue.3 , pp. 500-510
    • Gan, J.K.-M.1    Fredlund, D.G.2    Rahardjo, H.3
  • 14
    • 0032181240 scopus 로고    scopus 로고
    • A unique relationship for the determination of the shear strength of unsaturated soils
    • Khalili N, Khabbaz MH (1998) A unique relationship for the determination of the shear strength of unsaturated soils. Géotechnique 48(5): 681-687.
    • (1998) Géotechnique , vol.48 , Issue.5 , pp. 681-687
    • Khalili, N.1    Khabbaz, M.H.2
  • 15
    • 24044490196 scopus 로고    scopus 로고
    • Effect of stress state on the unsaturated shear strength of a weathered granite
    • Lee IM, Sung SG, Cho GC (2005) Effect of stress state on the unsaturated shear strength of a weathered granite. Can Geotech J 42: 624-631.
    • (2005) Can Geotech J , vol.42 , pp. 624-631
    • Lee, I.M.1    Sung, S.G.2    Cho, G.C.3
  • 16
    • 0002604147 scopus 로고    scopus 로고
    • The cam-clay models revised by the SMP criterion
    • Matsuoka H, Yao YP, Sun DA (1999) The cam-clay models revised by the SMP criterion. Soils Found 39(1): 81-95.
    • (1999) Soils Found , vol.39 , Issue.1 , pp. 81-95
    • Matsuoka, H.1    Yao, Y.P.2    Sun, D.A.3
  • 18
    • 0036722570 scopus 로고    scopus 로고
    • Research of soil-water characteristics and shear strength features of Nanyang expansive soil
    • Miao L, Liu S, Lai Y (2002) Research of soil-water characteristics and shear strength features of Nanyang expansive soil. Eng Geol 65: 261-267.
    • (2002) Eng Geol , vol.65 , pp. 261-267
    • Miao, L.1    Liu, S.2    Lai, Y.3
  • 20
    • 0035584190 scopus 로고    scopus 로고
    • Behaviour of loosely compacted unsaturated volcanic soil
    • Ng CWW, Chiu ACF (2001) Behaviour of loosely compacted unsaturated volcanic soil. J Geotech Geoenviron Eng ASCE 127(12): 1027-1036.
    • (2001) J Geotech Geoenviron Eng ASCE , vol.127 , Issue.12 , pp. 1027-1036
    • Ng, C.W.W.1    Chiu, A.C.F.2
  • 22
    • 44049098403 scopus 로고    scopus 로고
    • Effective stress concept in unsaturated soils: Clarification and validation of a unified framework
    • Nuth M, Laloui L (2008) Effective stress concept in unsaturated soils: clarification and validation of a unified framework. Int J Numer Anal Methods Geomech 32: 771-801.
    • (2008) Int J Numer Anal Methods Geomech , vol.32 , pp. 771-801
    • Nuth, M.1    Laloui, L.2
  • 23
    • 0001023028 scopus 로고    scopus 로고
    • Determination of shear strength parameters of unsaturated silts and sands based on the water retention curve
    • Oberg A, Sallfors G (1997) Determination of shear strength parameters of unsaturated silts and sands based on the water retention curve. Geotech Test J GTJODJ 20(1): 40-48.
    • (1997) Geotech Test J GTJODJ , vol.20 , Issue.1 , pp. 40-48
    • Oberg, A.1    Sallfors, G.2
  • 27
    • 0036610646 scopus 로고    scopus 로고
    • Predicting the shear strength envelope of unsaturated soil
    • Rassam DW, Cook FJ (2002) Predicting the shear strength envelope of unsaturated soil. Geotech Test J 28: 215-220.
    • (2002) Geotech Test J , vol.28 , pp. 215-220
    • Rassam, D.W.1    Cook, F.J.2
  • 29
    • 0033237117 scopus 로고    scopus 로고
    • A relationship describing the shear strength of unsaturated soils
    • Rassam DW, Williams DJ (1999) A relationship describing the shear strength of unsaturated soils. Can Geotech J 36: 363-368.
    • (1999) Can Geotech J , vol.36 , pp. 363-368
    • Rassam, D.W.1    Williams, D.J.2
  • 32
    • 0042328024 scopus 로고    scopus 로고
    • Finite element formulation and algorithms for unsaturated soils. Part I: Theory
    • Sheng D, Sloan SW, Gens A, Smith DW (2003) Finite element formulation and algorithms for unsaturated soils. Part I: theory. Int J Numer Anal Methods Geomech 27(9): 745-765.
    • (2003) Int J Numer Anal Methods Geomech , vol.27 , Issue.9 , pp. 745-765
    • Sheng, D.1    Sloan, S.W.2    Gens, A.3    Smith, D.W.4
  • 33
    • 3142512733 scopus 로고    scopus 로고
    • A constitutive model for unsaturated soils: Thermomechanical and computational aspects
    • Sheng D, Sloan SW, Gens A (2004) A constitutive model for unsaturated soils: thermomechanical and computational aspects. Computational Mechanics 33(6): 453-465.
    • (2004) Computational Mechanics , vol.33 , Issue.6 , pp. 453-465
    • Sheng, D.1    Sloan, S.W.2    Gens, A.3
  • 34
    • 43949093414 scopus 로고    scopus 로고
    • A new modelling approach for unsaturated soils using independent stress variables
    • Sheng D, Fredlund DG, Gens A (2008) A new modelling approach for unsaturated soils using independent stress variables. Can Geotech J 45: 511-534.
    • (2008) Can Geotech J , vol.45 , pp. 511-534
    • Sheng, D.1    Fredlund, D.G.2    Gens, A.3
  • 35
    • 0002588880 scopus 로고    scopus 로고
    • An elastoplastic model for unsaturated soil in three-dimensional stresses
    • Sun DA, Matsuoka H, Yao YP, Ichihara W (2000) An elastoplastic model for unsaturated soil in three-dimensional stresses. Soils Found 40(3): 17-28.
    • (2000) Soils Found , vol.40 , Issue.3 , pp. 17-28
    • Sun, D.A.1    Matsuoka, H.2    Yao, Y.P.3    Ichihara, W.4
  • 37
    • 34247867882 scopus 로고    scopus 로고
    • A possible critical state framework for unsaturated compacted soils
    • Tarantino A (2007) A possible critical state framework for unsaturated compacted soils. Géotechnique 57(4): 385-389.
    • (2007) Géotechnique , vol.57 , Issue.4 , pp. 385-389
    • Tarantino, A.1
  • 38
    • 18844393371 scopus 로고    scopus 로고
    • Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay
    • Tarantino A, Tombolato S (2005) Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay. Géotechnique 55(4): 307-317.
    • (2005) Géotechnique , vol.55 , Issue.4 , pp. 307-317
    • Tarantino, A.1    Tombolato, S.2
  • 39
    • 11344290679 scopus 로고    scopus 로고
    • An equation for predicting shear strength envelope with respect to matric suction
    • Tekinsoy MA, Kayadelen C, Keskin MS, Soylemaz M (2004) An equation for predicting shear strength envelope with respect to matric suction. Comput Geotech 31(7): 589-593.
    • (2004) Comput Geotech , vol.31 , Issue.7 , pp. 589-593
    • Tekinsoy, M.A.1    Kayadelen, C.2    Keskin, M.S.3    Soylemaz, M.4
  • 40
    • 32944474861 scopus 로고    scopus 로고
    • Shear strength and pore water pressure characteristics during constant water content triaxial tests
    • Thu TM, Rahardjo H, Leong EC (2006) Shear strength and pore water pressure characteristics during constant water content triaxial tests. J Geotech Geoenviron Eng ASCE 136(3): 411-419.
    • (2006) J Geotech Geoenviron Eng ASCE , vol.136 , Issue.3 , pp. 411-419
    • Thu, T.M.1    Rahardjo, H.2    Leong, E.C.3
  • 41
    • 70849115006 scopus 로고    scopus 로고
    • Critical state behavior of a compacted silt specimen
    • Thu TM, Rahardjo H, Leong EC (2007) Critical state behavior of a compacted silt specimen. Soils Found 47(4): 749-755.
    • (2007) Soils Found , vol.47 , Issue.4 , pp. 749-755
    • Thu, T.M.1    Rahardjo, H.2    Leong, E.C.3
  • 42
    • 34249721361 scopus 로고    scopus 로고
    • Soil-water characteristic curve and consolidation behavior for a compacted silt
    • Thu TM, Rahardjo H, Leong EC (2008) Soil-water characteristic curve and consolidation behavior for a compacted silt. Can Geotech J 44: 266-275.
    • (2008) Can Geotech J , vol.44 , pp. 266-275
    • Thu, T.M.1    Rahardjo, H.2    Leong, E.C.3
  • 43
    • 0001381791 scopus 로고
    • A framework for unsaturated soil behaviour
    • Toll DG (1990) A framework for unsaturated soil behaviour. Géotechnique 40(1): 31-44.
    • (1990) Géotechnique , vol.40 , Issue.1 , pp. 31-44
    • Toll, D.G.1
  • 44
    • 0037292651 scopus 로고    scopus 로고
    • Critical state parameters for an unsaturated residual sandy clay
    • Toll DG, Ong BH (2003) Critical state parameters for an unsaturated residual sandy clay. Géotechnique 53(1): 93-103.
    • (2003) Géotechnique , vol.53 , Issue.1 , pp. 93-103
    • Toll, D.G.1    Ong, B.H.2
  • 45
    • 0842290987 scopus 로고    scopus 로고
    • Effects of stress history due to unsaturation and drainage condition on shear properties of unsaturated cohesive soil
    • Toyota H, Sakai N, Nishimura T (2001) Effects of stress history due to unsaturation and drainage condition on shear properties of unsaturated cohesive soil. Soils Found 41(1): 13-24.
    • (2001) Soils Found , vol.41 , Issue.1 , pp. 13-24
    • Toyota, H.1    Sakai, N.2    Nishimura, T.3
  • 46
    • 24744460945 scopus 로고    scopus 로고
    • Mechanical properties of unsaturated cohesive soil in consideration of tensile stress
    • Toyota H, Nakamura K, Sakai N (2003) Mechanical properties of unsaturated cohesive soil in consideration of tensile stress. Soils Found 43(2): 115-122.
    • (2003) Soils Found , vol.43 , Issue.2 , pp. 115-122
    • Toyota, H.1    Nakamura, K.2    Sakai, N.3
  • 47
    • 79952036973 scopus 로고    scopus 로고
    • Comparison of different procedures to predict unsaturated soil shear strength
    • Geo-Denver 2000, August 3-8
    • Vanapalli SK, Fredlund DG (2000) Comparison of different procedures to predict unsaturated soil shear strength. In: ASTM proceedings, unsaturated soils, Geo-Denver 2000, August 3-8.
    • (2000) ASTM proceedings, unsaturated soils
    • Vanapalli, S.K.1    Fredlund, D.G.2
  • 48
    • 0030157621 scopus 로고    scopus 로고
    • Model for the prediction of shear strength with respect to soil suction
    • Vanapalli SK, Fredlund DG, Pufahl DE, Clifton AW (1996) Model for the prediction of shear strength with respect to soil suction. Can Geotech J 33: 379-392.
    • (1996) Can Geotech J , vol.33 , pp. 379-392
    • Vanapalli, S.K.1    Fredlund, D.G.2    Pufahl, D.E.3    Clifton, A.W.4
  • 49
    • 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 SJ, 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.
    • (2000) Géotechnique , vol.50 , Issue.4 , pp. 369-376
    • Wheeler, S.J.1    Sivakumar, V.2
  • 50
    • 1642297477 scopus 로고    scopus 로고
    • Fractal approach to unsaturated shear strength
    • Xu YF (2004) Fractal approach to unsaturated shear strength. J Geotech Geoenviron Eng 130(3): 264-273.
    • (2004) J Geotech Geoenviron Eng , vol.130 , Issue.3 , pp. 264-273
    • Xu, Y.F.1
  • 51
    • 70349504007 scopus 로고    scopus 로고
    • Yield stress, volume change and shear strength behaviour of unsaturated soils: Validation of the SFG model
    • Zhou AN, Sheng D (2009) Yield stress, volume change and shear strength behaviour of unsaturated soils: validation of the SFG model. Can Geotech J 46(9): 1034-1045.
    • (2009) Can Geotech J , vol.46 , Issue.9 , pp. 1034-1045
    • Zhou, A.N.1    Sheng, D.2


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