4.7 Article

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

Journal

ADVANCES IN WATER RESOURCES
Volume 32, Issue 2, Pages 268-279

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.advwatres.2008.11.002

Keywords

Multiscale finite element method; Heterogeneous saturated porous media; Consolidation; Ground subsidence; Groundwater

Funding

  1. National Natural Science Foundation of China [10721062, 50679013, 90715037]
  2. Program for Changjiang Scholars
  3. Innovative Research Team in University of China (PCSIRT)
  4. 111 Project [B08014]
  5. National Key Basic Research Special Foundation of China [2005CB321704]

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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.

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