Mechanism and numerical simulation of reservoir slope deformation during impounding of high arch dams based on nonlinear FEM

Author:

Cheng L.,Liu Y.R.,Yang Q.,Pan Y.W.,Lv Z.

Funder

National Natural Science Foundation of China

State Key Laboratory of Hydroscience and Hydraulic Engineering

New Century Excellent Talents in University

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference40 articles.

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2. The 1963 vaiont landslide;Genevois;Gior Geol,2005

3. The Malpasset dam failure;Londe;Eng Geol,1987

4. Analysis of high slope rock deformation and safety performance for left bank of Lijiaxia arch dam;Yang;Chin J Rock Mech Eng,2005

5. Research on mechanism of valley deformation of high arch dam and effective stress principle for unsaturated fractured rock mass;Yang;Chin J Rock Mech Eng,2015

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