Infinite Rock Slope Analysis with Hoek–Brown Failure Criterion

被引：0
|
作者：
Dowon Park
机构：
[1] University of Seoul,Department of Civil Engineering
来源：
Rock Mechanics and Rock Engineering | 2023年 / 56卷
关键词：
Infinite slope; Rock slope stability; Exact solution; Limit analysis; Hoek–Brown strength envelope; Plasticity analysis;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
An exact solution of stability measures, satisfying both equilibrium and compatibility, was derived.Stability factor and factor of safety were evaluated for infinite rock slopes with strength governed by the Hoek–Brown criterion.The presence of seepage flow parallel to the slope face was considered.The generalized Hoek–Brown criterion was directly utilized without typical approximations.
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页码：6919 / 6928
页数：9
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