共 19 条
[1]
Alonso E.E., Gens A., Josa A., A Constitutive Model for Partially Saturated Soils, Geotechnique, 40, 3, pp. 405-430, (1990)
[2]
Bishop A.W., Wesley L.D., A Hydraulic Triaxial Apparatus for Controlled Stress Path Testing, Geotechnique, 25, 4, pp. 657-670, (1975)
[3]
Burland J.B., Symes M., A Simple Axial Displacement Gauge for Use in the Triaxial Apparatus, Geotechnique, 32, 1, pp. 62-65, (1982)
[4]
Cunningham M.R., The Mechanical Behaviour of a Reconstituted, Unsaturated Soil, (2000)
[5]
Cunningham M.R., Ridley A.M., Dineen K., Burland J.J., The Mechanical Behaviour of a Reconstituted Unsaturated Silty Clay, Geotechnique, 53, 2, pp. 183-194, (2003)
[6]
Gallipoli D., Gens A., Sharma R., Vaunat J., An Elasto-plastic Model for Unsaturated Soil Incorporating the Effects of Suction and Degree of Saturation on Mechanical Behav iour, Geotechnique, 53, L, pp. 123-135, (2003)
[7]
Gallipoli D., Wheeler S.J., Karstunen M., Modelling the Variation of Degree of Saturation in a Deformable Unsaturated Soil, Geotechnique, 53, 2, pp. 105-112, (2003)
[8]
Hilf J.W., An Investigation of Pore-water Pressure in Compacted Cohesive Soils, Technical Memorandum 654, (1956)
[9]
Jotisankasa A., Collapse Behaviour of a Compacted Silty Clay,, (2005)
[10]
Klotz E.U., Coop M.R., On the Identification of Critical State Lines for Sands, Geotech, Test. J, 25, 3, pp. 289-302, (2002)