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Stability Analysis Based on a Highway Slope in Yunnan

โœ Scribed by Huang, Wei Hui; Li, Ke Gang; Liang, Jiang Bo


Book ID
121480439
Publisher
Trans Tech Publications Inc.
Year
2013
Tongue
English
Weight
259 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