3D Discretized Rotational Failure Mechanism for Slope Stability Analysis

Abstract The kinematical approach of limit analysis has been historically employed to assess slope stability in the geotechnical community, for which most three-dimensional (3D) failure mechanisms are generally based on a composite of multiple common geometrical bodies. Although these failure mechan...

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Veröffentlicht in:	International journal of geomechanics 2021-11, Vol.21 (11)
Hauptverfasser:	Qian, Ze-Hang, Zou, Jin-Feng, Pan, Qiu-Jing
Format:	Artikel
Sprache:	eng
Schlagworte:	Slope stability Soil properties Stability analysis Technical Papers
Online-Zugang:	Volltext
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