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Slope stability analysis with nonlinear failure criterion
Pages: 84-87,91
Year: Issue:  3
Journal: Journal of Yueyang Normal University

Keyword:  边坡稳定性 非线性破坏准则 条分法 安全系数;
Abstract: 岩土介质破坏准则具有非线性。研究了在非线性破坏准则下利用静力平衡条件进行土坡极限平衡法稳定分析,对瑞典圆弧条分法和整体稳定分析法及毕肖普条分法等土坡稳定分析方法采用非线性破坏准则下的强度参数计算,推导出了安全系数计算公式。
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