[1] |
Fredlund D G, Rahardjo H . Soil mechanics for unsaturated soils[M]. Hoboken: John Wiley & Sons Inc, 1993.
|
[2] |
Fredlund D G, Pufahl D E . The influence of soil structure and stress history on the soil-water characteristics of a compacted till[J]. Geotechnique, 2001,51(6):573-576.
|
[3] |
Fredlund D G, Xing A Q, Fredlund M D , et al. The relationship of the unsaturated soil shear strength to the soil-water characteristic curve[J]. Canadian Geotechnical Journal, 1996,33(3):440-448.
|
[4] |
Mualem Y . A new model for predicting the hydraulic conductivity of unsaturated porous media[J]. Water Resources Research, 1976,12(3):513-522.
|
[5] |
Kim W, Borden R H . Influence of soil type and stress state on predicting shear strength of unsaturated soils using the soil-water characteristic curve[J]. Canadian Geotechnical Journal, 2011,48(12):1886-1900.
|
[6] |
陈振新, 孙德安 . 非饱和上海软土的土-水和变形特性[J]. 上海大学学报(自然科学版), 2012,18(1):98-103.
|
[7] |
叶为民, 白云, 金麒 , 等. 上海软土土水特征的室内试验研究[J]. 岩土工程学报, 2006,28(2):260-263.
|
[8] |
Greenspan L . Humidity fixed points of binary saturated aqueous solutions[J]. Journal of Research of the National Bureau of Standards, 1977,81(1):89-96.
|
[9] |
Pasha A Y, Khoshghalb A, Khalili N . Pitfalls in interpretation of gravimetric water content-based soil-water characteristic curve for deformable porous media[J]. International Journal of Geomechanics, 2016,16(6):D4015004.
|
[10] |
Cummingham M R, Ridley A M, Dineen K , et al. The mechanical behaviour of a reconstituted unsaturated silty clay[J]. Geotechnique, 2003,53(2):183-194.
|
[11] |
Fleureau J M, Siba K S, Ria S , et al. Behavior of clayey soils on drying wetting paths[J]. Canadian Geotechnical Journal, 1993 30(2):287-296.
|