1. Pietruszczak, S., Jiang, J., Mirza, F. A., In elastoplastic constitutive model for concrete. Int. J. Solids Struct.[J],1988,24(7):705~722

2. K. Pruess. Alternative Concepts and approaches for modeling flow and transport in thick unsaturated zones of fractured rocks. Journal of Contaminant Hydrology [J],1999, 38(46~47):281~322

3. Alonso, E.E., Gens A., Josa A., A constituteive model for partically saturated soils. Geotechnique[J], 1990, 40(3), 405~430

4. F. Bourgeois, J.F.Shao, O.Ozanam. An elastoplastic model for unsaturated rocks and concrete. Mechanics Rsearch Commun.[J],2002,29(5):383~390

5. N. Khalili, B. Loret. An elasto-plastic model for non-isothermal analysis of flow and deformation in unsaturated porous media. Int. J. Solids and Structures [J], 2001. 38(46~47): 8305~8330

6. Yu-shu Wu, Charles Haukwa, G. S. Bodvarsson, A site-scale model for fluid and heat flow in the unsaturated zone of Yucca Mountain, Nevada. Journal of Contaminant Hydrology[J], 1999,38(1-3), 185～215

7. 李锡夔. 非饱和土的热－水力－力学本构模型及数值模拟. 岩土工程学报[J]，2002，24(3):411~416

8. 张有天，刘中. 降雨过程裂隙网络饱和／非饱和、非恒定渗流分析. 岩石力学与工程学报［J］，1997,16(2):104~111

9. 项颜勇. 裂隙岩体中非饱和渗流与运移的概念模型及数值模拟，工程地质学报［J］，2002，10(2):204~209

10. 叶自桐，韩冰，杨金忠等. 岩石裂隙毛管压力－饱和度关系曲线的

试验研究，水科学进展［J］，1998，9(2):112～117