Critical-state parameters for an unsaturated residual sandy clay
暂无分享,去创建一个
[1] D. Fredlund,et al. Predicting the permeability function for unsaturated soils using the soil-water characteristic curve , 1994 .
[2] D. Toll. The Influence of Fabric on the Shear Behaviour of Unsaturated Compacted Soils , 2000 .
[3] D. Fredlund,et al. Soil Mechanics for Unsaturated Soils: Fredlund/Soil Mechanics for Unsaturated Soils , 1993 .
[4] V. Escario,et al. The shear strength of partly saturated soils , 1986 .
[5] Simon J. Wheeler,et al. An elasto-plastic critical state framework for unsaturated soil , 1995 .
[6] David G. Toll,et al. A framework for unsaturated soil behaviour , 1990 .
[7] D. G. Fredlund,et al. Matrix suction and diffusive transport in centrifuge models: Discussion , 1995 .
[8] Delwyn G. Fredlund,et al. The relationship of the unsaturated soil shear strength to the soil-water characteristic curve , 1996 .
[9] Boo Heng. Ong. Shear strength and volume change of unsaturated residual soil , 1999 .
[10] Serge Leroueil,et al. YIELDING AND CRITICAL STATE OF A COLLAPSIBLE UNSATURATED SILTY SOIL , 1995 .
[11] Chung Kwong Wong,et al. The shear strength of unsaturated soils , 1984 .
[12] D. Fredlund,et al. Soil Mechanics for Unsaturated Soils , 1993 .
[13] E. L. Matyas,et al. Volume Change Characteristics of Partially Saturated Soils , 1968 .
[14] Delwyn G. Fredlund,et al. Second Canadian Geotechnical Colloquium: Appropriate concepts and technology for unsaturated soils , 1979 .
[15] Y. Cui,et al. Yielding and plastic behaviour of an unsaturated compacted silt , 1996 .
[16] Antonio Gens,et al. A constitutive model for partially saturated soils , 1990 .
[17] D. E. Pufahl,et al. Model for the prediction of shear strength with respect to soil suction , 1996 .
[18] A. Schofield,et al. Critical State Soil Mechanics , 1968 .