[1] 李爱国，岳中琦，谭国焕等.野外土-水特征及其 工程意义[J].岩石力学与工程学报, 2004, 23(6): 969～973。
[2] 刘汉乐，周启友，徐速.非饱和带中非均质条件下LNAPL运移与分布特性实验研究[J].水文地质工程地质，2006,5:52～57。
[3] Fredlund DG, Equations for the soil-water characteristic curve [J]. Canadian Geotechnical Journal, 2011, 31(4):521-530.
[4] Fredlund DG，AXing A，S Huang,Predicting the permeability function for unsaturated soils using the soil - water characteristic curve[J]. International Journal of Rock Mechanics & Mining Science & Geomechanics Abstracts, 2011, 31(4):533-54
[5] 孙树国，陈正汉，朱元青等.压力板仪配套及SWCC试验的若干问题探讨[J].后勤工程学院学报，2006,4:1～5.
[6] 伊盼盼,韦昌富,陈盼,马田田.测定非饱和土水力参数的一步流动方法研究[J].岩土力学, 2012, (04): 1025-1030.
[7] 伊盼盼,牛圣宽,韦昌富,陈盼. 基于动态多步流动法的非饱和土水力特性测试研究[J]. 岩土工程学报,2016,(10):1797-1801.
[8] van Genuchten M T, A Closed-Form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils[J]. Soil Science Society of America Journal, 1980, 44: 892-898.
[9] Vachaud G, Vauelin M, Wakil M. A study of the uniqueness of the soil moisture characteristic during desorption by vertical drainage.[J]. Soil Science Society of America Journal, 1971, 36(3): 531-532.
[10] Toppg C, Klute A, Peters D B. Comparison of water Content-Pressure head data obtained by equilibrium, Steady-State, and Unsteady-State methods.[J]. Soil Science Society of America Journal, 1966, 31(3): 312-314.
[11] Smiles D, Vaehaud G, Vaulin M. A test of the uniqueness of the soil moisture characteristic during transient, nonhysteretic flow of water in a rigid soil.[J]. Soil Science Society of America Journal, 1971, 35(4): 534-539.
[12] Wildenschild D, Hopmans J W, Simunek J. Flow rate dependence of soil hydraulic characteristics.[J]. Soil Science Society of America Journal, 2001(65): 35-48.
[13] Hassanizadeh S M, Gray W G. Thermodynamic basis of capillary pressure in porous media.[J]. Water Resources Research, 1993, 29(10): 3389-3405.
[14] Wei C F, Dewolkar M M. Formulation of capillary hysteresis with internal state variables[J]. Water Resources Research, 2006, 42, W07405:1-16
[15] Wei C F, Muraleetharan K K. Linear viscoelastic behavior of porous media with non-uniform saturation. International Journal of Engineering Science.45: 698-715.