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Methods of slope stability analyses for static and seismic conditions are discussed. The ideas of factor of safety, critical acceleration and critical slip surface are examined. The idea of displacement of slopes during earthquakes is also discussed; it is emphasised that displacements are a better criterion for seismic design of slopes. Post-seismic large displacement of slopes is examined in a test case.
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- Static and Seismic Slope Safety Displacement-Based Criterion for Seismic Analysis
Sarada K. Sarma
- Springer Singapore