Coupling analysis of unsteady seepage and stress fields in discrete fractures network of rock mass in dam foundation

Author:

Chai JunRui,Xu WeiSheng

Publisher

Springer Science and Business Media LLC

Subject

General Engineering,General Materials Science

Reference19 articles.

1. Chai J R. Seepage Theory for Dam Engineering (in Chinese). Lhasa: Tibet People Press, 2001

2. Wu Z R, Gu Y C, Gu C S, et al. Establishing time-dependent model of deformation modulus caused by bedrock excavation rebound by inverse analysis method. Sci China Ser E-Tech Sci, 2008, 51(supp II): 1–7

3. Gu C S, He X F, Wu Z R, et al. Risk analysis model for landslide mass of high slope in dam area. Sci China Ser E-Tech Sci, 2008, 51(supp II): 25–31

4. Zhang G X, Liu Y, Zhou Q J. Study on real working performance and overload safety factor of high arch dam. Sci China Ser E-Tech Sci, 2008, 51(supp II): 48–59

5. Jia G Y, Tian Y, Liu Y, et al. A static and dynamic factors-coupled forecasting model of regional rainfall-induced landslides: A case study of Shenzhen. Sci China Ser E-Tech Sci, 2008, 51(supp II): 164–175

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