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Analysis of Rock Slope Stability on the Basis of Limit Equilibrium Method

✍ Scribed by Wang, Jun; Ji, Hong Guang


Book ID
121480466
Publisher
Trans Tech Publications, Ltd.
Year
2013
Tongue
English
Weight
356 KB
Volume
711
Category
Article
ISSN
1662-8958

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Earthquake effects are commonly considered in the stability analysis of rock slopes and other earth structures. The standard approach is often based on the conventional limit equilibrium method using equivalent Mohr-Coulomb strength parameters (c and /) in a slip circle slope stability analysis. The