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Engineering Application of the Slope Failure Criterion
Abstract:
Abstract: The nouniformity of rock and soil materials and differences of boundary conditions caused the differentiation of stress field, together with the elastic-plastic characteristics of sliding zone material control the progressive unstable failure process. In this paper, The analysis of engineering example shows that the mechanical criterion is reasonable to judge the state of progressive slope evolution.
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1143-1146
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Online since:
June 2014
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© 2014 Trans Tech Publications Ltd. All Rights Reserved
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