UNSATURATED FLOW MODEL OF ARGILLITE AND ITS APPLICATION IN SIMULATING WATER TRANSPORT
Chen weizhong1, Shao Jianfu2, G. Duveau2, B.Bourgeois2, Li shucai3, Zhu weishen3
(1 key Laboratory of Rock & Soil Mechanics, the Chinese Academy of Sciences, Wuhan, 430071) (2 LML, CNRS, University of Lille 1, Villeneuve D’Ascq, 59450) (3 Geotechnical Research Center, Shandong University, Jinan, 250061)
Abstract:Based on laboratory unsaturated experimental results of argillite, the extension models of hardening plasticity, Hoek-brown and Mohr-Coulomb failure criteria to include unsaturation in porous media is presented. The developed models are applied to simulate the evolution law of unsaturated water flow in surrounding rock mass and concrete support of an argillite shaft considering of excavation and ventilation. The numerical results show that the in situ stress and hydraulic parameters water relative permeability has high dependence on water transport and sizes of unsaturated zone in rock mass, especially the water relative permeability.
收稿日期: 2003-03-31
引用本文:
陈卫忠;王莉莉;邵建富;DuveauG;BourgeoisB;李术才. 粘土岩非饱和渗流模型在地下水运移过程中的数值模拟[J]. 岩石力学与工程学报, 2003, 22(S1): 2308-2312.
Chen weizhong1, Shao Jianfu2, G. Duveau2, B.Bourgeois2, Li shucai3, Zhu weishen3. UNSATURATED FLOW MODEL OF ARGILLITE AND ITS APPLICATION IN SIMULATING WATER TRANSPORT. , 2003, 22(S1): 2308-2312.
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