Coupling multiscale finite element method for consolidation analysis of heterogeneous saturated porous media

被引:56
作者
Zhang, H. W. [1 ]
Fu, Z. D. [1 ]
Wu, J. K. [1 ]
机构
[1] Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Dept Engn Mech, Fac Vehicle Engn & Mech, Dalian 116024, Peoples R China
基金
中国国家自然科学基金;
关键词
Multiscale finite element method; Heterogeneous saturated porous media; Consolidation; Ground subsidence; Groundwater; ELLIPTIC PROBLEMS; 2-PHASE FLOW; MULTIPHASE FLOW; VOLUME METHOD; PERFORMANCE; SIMULATION; TRANSPORT;
D O I
10.1016/j.advwatres.2008.11.002
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The multiscale finite element method is developed for solving the coupling problems of consolidation of heterogeneous saturated porous media under external loading conditions. Two sets of multiscale base functions are constructed, respectively, for the pressure field of fluid flow and the displacement field of solid skeleton. The coupling problems are then solved with a multiscale numerical procedure in space and time domain. The heterogeneities induced by permeabilities and mechanical parameters of the saturated porous media are both taken into account. Numerical experiments are carried out for different cases in comparison with the standard finite element method. The numerical results show that the coupling multiscale finite element method can be successfully used for solving the complicated coupling problems. It reduces greatly the computing effort in both memory and time for transient problems. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:268 / 279
页数:12
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