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Numerical Limit Equilibrium Analysis Method of Slope Stability Based on Particle Swarm Optimization

โœ Scribed by Wang, Sheng Nian; Shi, Chong; Zhang, Yu Llong; Chen, Kai Hua


Book ID
121479129
Publisher
Trans Tech Publications Inc.
Year
2013
Tongue
English
Weight
446 KB
Volume
353-356
Category
Article
ISSN
1660-9336

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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