Stability charts for pseudo-static slope
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R. Baker; R. Shukha; V. Operstein; S. Frydman
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Article
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2006
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Elsevier Science
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English
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Most design manuals and codes recommend a simple pseudo-static approach for analysis of slope stability under seismic conditions. Exceptions to this recommendation include problems involving liquefaction, soils exhibiting significant strength loss under cyclic loading, and exceptionally large earthq