Kinematic analysis of seismic slope stability with a discretisation technique and pseudo-dynamic approach: a new perspective

Slopes are more vulnerable to instability when subjected to earthquake ground shaking. In order to account for the dynamic forces induced by ground shaking, a novel procedure is introduced in this paper to estimate slope stability under the ultimate limit state with a combination of pseudo-dynamic a...

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Veröffentlicht in:Géotechnique 2018-06, Vol.68 (6), p.492-503
Hauptverfasser: Qin, C.-B., Chian, S. C.
Format: Artikel
Sprache:eng
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