Slope stability analyses using limit equilibrium and soil strength reduction methods

Gradevinar

关键词: limit equilibirum;    reduction of strength parameters;    dilatancy;    optimisation;    Bezier curve;    tension zone;   

DOI  :  10.14256/JCE.1030.2014

学科分类：建筑学

来源: Hrvatsko Drustvo Gradevinskih Inzenjera

【 摘 要 】

This paper presents results of comparative slope stability analyses conducted by limit equilibrium and strength reduction methods. Several slopes, taken either from geotechnical practice or literature review, are considered. The influence of tension, dist

【 授权许可】

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