Analysis of unsteady seepage field and surrounding rock stability of underground cavern excavation

Author:

Xu Qiang,Chen Jun-Tao,Xiao Ming

Funder

China Gezhouba Group Co., Ltd.

Bei Fang Investigation, Design & Research Co., Ltd

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference29 articles.

1. A parabolic quasi-variational inequlity connected with non-stationary filtration problem;Bai;Chinese Ann. of Math. A.,1985

2. Seepage flow test on drain sand flume and validation of variational inequality method of Signorini condition;Bai;Rock Soil Mech.,2012

3. Finite element free surface seepage analysis without mesh iteration;Bathe;Int. J. Numer. and Anal. Met.,1979

4. Study on coupled seepage and stress fields in the concrete lining of the underground pipe with high water pressure;Bian;Tunn. Undergr. Sp. Tech.,2009

5. Seepage control of weakened rock foundation of Gezhouba—Erjiang sluice;Cao;J. Hydrodyn. (Ser. A),1987

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