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Date of Publication:2014-01-01

Journal:山西建筑

Affiliation of Author(s):建设工程学部

Issue:24

Page Number:62-63

ISSN No.:1009-6825

Abstract:Considering of the characteristics of anisotropy and inhomogeneous strength of gravity dams rock foundation established a analysis method of deep anti-sliding stability of gravity dams on rock foundation,set the elastic modulus and other parameters of rock foundation and structure surface,and discussed the rock foundation and structure surface failure strength,and established the search procedures for rock founda-tion deep sliding surface,through the numerical tests showed that the calculation method of the method.

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