Shear Strength Criteria for Unsaturated Soils
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[1] Delwyn G. Fredlund,et al. Bearing capacity of unpaved roads , 1997 .
[2] Alessandro Tarantino,et al. Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay , 2005 .
[3] Antonio Gens,et al. A new modelling approach for unsaturated soils using independent stress variables , 2008 .
[4] David J. Williams,et al. A relationship describing the shear strength of unsaturated soils , 1999 .
[5] Daud W. Rassam,et al. Predicting the Shear Strength Envelope of Unsaturated Soils , 2002 .
[6] Sai K. Vanapalli,et al. Evaluation of Empirical Procedures for Predicting the Shear Strength of Unsaturated Soils , 2006 .
[7] S. Vanapalli,et al. Comparison of Different Procedures to Predict Unsaturated Soil Shear Strength , 2000 .
[8] N. Sakai,et al. Mechanical properties of unsaturated cohesive soil in consideration of tensile stress , 2003 .
[9] Harianto Rahardjo,et al. Shear Strength and Pore-Water Pressure Characteristics during Constant Water Content Triaxial Tests , 2006 .
[10] Harianto Rahardjo,et al. Critical State Behavior of a Compacted Silt Specimen , 2007 .
[11] R. Chaney,et al. DETERMINATION OF SHEAR STRENGTH PARAMETERS OF UNSATURATED SILTS AND SANDS BASED ON THE WATER RETENTION CURVE , 1997 .
[12] David G. Toll,et al. Critical-state parameters for an unsaturated residual sandy clay , 2003 .
[13] Harianto Rahardjo,et al. DETERMINATION OF THE SHEAR STRENGTH PARAMETERS OF AN UNSATURATED SOIL USING THE DIRECT SHEAR TEST , 1988 .
[14] 豊田 浩史,et al. Effects of Stress History Due to Unsaturation and Drainage Condition on Shear Properties of Unsaturated Cohesive Soil. , 2001 .
[15] D. Wood. Soil Behaviour and Critical State Soil Mechanics , 1991 .
[16] D. Fredlund,et al. Soil Mechanics for Unsaturated Soils: Fredlund/Soil Mechanics for Unsaturated Soils , 1993 .
[17] Harianto Rahardjo,et al. SHEAR-STRENGTH CHARACTERISTICS OF A RESIDUAL SOIL , 1995 .
[18] A. Gens,et al. A constitutive model for unsaturated soils: thermomechanical and computational aspects , 2004 .
[19] D. Fredlund,et al. The shear strength of unsaturated soils , 1978 .
[20] A. Tarantino. A possible critical state framework for unsaturated compacted soils , 2007 .
[21] N. Khalili,et al. A unique relationship for χ for the determination of the shear strength of unsaturated soils , 1998 .
[22] Linchang Miao,et al. Research of soil–water characteristics and shear strength features of Nanyang expansive soil , 2002 .
[23] Charles Wang Wai Ng,et al. Influence of Stress State on Soil-Water Characteristics and Slope Stability , 2000 .
[24] D. Fredlund,et al. A Volume-Mass Constitutive Model for Unsaturated Soils in Terms of Two Independent Stress State Variables , 2005 .
[25] D. E. Pufahl,et al. Model for the prediction of shear strength with respect to soil suction , 1996 .
[26] Scott W. Sloan,et al. A density‐dependent elastoplastic hydro‐mechanical model for unsaturated compacted soils , 2007 .
[27] Lyesse Laloui,et al. Effective stress concept in unsaturated soils: Clarification and validation of a unified framework , 2008 .
[28] D. Sheng,et al. Yield stress, volume change, and shear strength behaviour of unsaturated soils: validation of the SFG model , 2009 .
[29] D. Fredlund,et al. Soil Mechanics for Unsaturated Soils , 1993 .
[30] Antonio Gens,et al. Finite element formulation and algorithms for unsaturated soils. Part I: Theory , 2003 .
[31] David G. Toll,et al. A framework for unsaturated soil behaviour , 1990 .
[32] De’an Sun,et al. The Cam-clay models revised by the SMP criterion , 1999 .
[33] Y F Xu,et al. Fractal Approach to Unsaturated Shear Strength , 2004 .
[34] M. A. Tekinsoy,et al. An equation for predicting shear strength envelope with respect to matric suction , 2004 .
[35] Charles Wang Wai Ng,et al. BEHAVIOR OF A LOOSELY COMPACTED UNSATURATED VOLCANIC SOIL , 2001 .
[36] P. Comba,et al. Part I. Theory , 2007 .
[37] Chung Kwong Wong,et al. The shear strength of unsaturated soils , 1984 .
[38] Delwyn G. Fredlund,et al. The relationship of the unsaturated soil shear strength to the soil-water characteristic curve , 1996 .
[39] Harianto Rahardjo,et al. Soil-water characteristic curve and consolidation behavior for a compacted silt , 2007 .
[40] A. Bishop,et al. Some Aspects of Effective Stress in Saturated and Partly Saturated Soils , 1963 .
[41] V. Escario,et al. The shear strength of partly saturated soils , 1986 .
[42] D. Fredlund,et al. Equations for the soil-water characteristic curve , 1994 .
[43] Antonio Gens,et al. A constitutive model for partially saturated soils , 1990 .
[44] De’an Sun,et al. AN ELASTO-PLASTIC MODEL FOR UNSATURATED SOIL IN THREE-DIMENSIONAL STRESSES , 2000 .
[45] In Mo Lee,et al. Effect of stress state on the unsaturated shear strength of a weathered granite , 2005 .
[46] John Burland,et al. The mechanical behaviour of a reconstituted unsaturated silty clay , 2003 .
[47] Simon J. Wheeler,et al. Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 2: shearing and constitutive modelling , 2000 .
[48] Harianto Rahardjo,et al. SHEAR STRENGTH OF COMPACTED SOIL UNDER INFILTRATION CONDITION , 2004 .