Study on coupled 3D seepage and stress fields of the complex channel project

Author:

Zhong DengHua,Zhang XiaoXin,Ao XueFei,Wang XiaoLing,Tong DaWei,Ren BingYu

Publisher

Springer Science and Business Media LLC

Subject

General Engineering,General Materials Science

Reference25 articles.

1. Xie J B, Fan J, Liu W L, et al. Dynamic stability of the tailings dam under high intensity seismic load coupled with the effect of seepage. Disast Adv, 2012, 5: 816–821

2. Vandamme J, Zou Q P. Investigation of slope instability induced by seepage and erosion by a particle method. Comput Geotech, 2013, 48: 9–20

3. Zheng H K, Zhang F, Li Y, et al. Simulation and assessment of seepage control effects at dam site in Kala hydropower project (in Chinese). Rock Soil Mech, 2012, 33: 2743–2748

4. Chen S K, Yan J, Li J M. Seepage field 3D finite element simulation of concrete faced rockfill dam under failure condition of vertical fracture (in Chinese). Rock Soil Mech, 2011, 32: 3473–3478, 3486

5. Graziani A, Boldini D. Influence of hydro-mechanical coupling on tunnel response in clays. J Geotech Geoenviron, 2012, 138: 415–418

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