Finite Element Numerical Simulation of Land Subsidence and Groundwater Exploitation Based on Visco-Elasticplastic Biot’s Consolidation Theory-Reference-Cited by-同舟云学术

Finite Element Numerical Simulation of Land Subsidence and Groundwater Exploitation Based on Visco-Elasticplastic Biot’s Consolidation Theory

Published:2011-10 Issue:5 Volume:23 Page:615-624
ISSN:1001-6058
Container-title:Journal of Hydrodynamics
language:en
Short-container-title:J Hydrodyn

Author:

Luo Zu-jiang,Zeng Feng

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,Modelling and Simulation

Link

http://link.springer.com/article/10.1016/S1001-6058(10)60157-6/fulltext.html

Reference16 articles.

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2. JIANG Qing-hui, DENG Shu-shen and ZHOU Chuang-bing et al. Modeling unconfined seepage flow using three-dimensional numerical manifold method[J]. Journal of Hydrodynamics, 2010, 22(4): 554–561.

3. YANG Gui-fang. Advances and challenge in research on land subsidence in China[C]. Proceeding of the Seventh International Symposium on Land Subsidence. Shanghai, 2005, 23–28.

4. ZHANG Xian-min, TONG Deng-ke and XUE Li-li. Numerical simulation of gas-water leakage flow in a two layered coal bed system[J]. Journal of Hydrodynamics, 2009, 21(5): 692–698.

5. LUO Zu-jiang, HUANG Xiao-rui. Three-dimensional full coupling numerical simulation of groundwater exploitation and control of land-subsidence in region[J]. Chinese Journal of Hydrodynamics, 2009, 24(5): 566–574(in Chinese).

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