三峡大学学报（自然科学版）2018，Vol.40Issue(3)：39-44,6.DOI:10.13393/j.cnki.issn.1672-948X.2018.03.009
复杂地质条件下堆积体边坡稳定性及其敏感性分析
Analyses of Stability and Sensitivity of Accumulation Body Slope under Complicated Geological Conditions
摘要
Abstract
The composition and geological structure of the collapse accumulation body of the Huashi cliff in Jinsha hydropower station are complex.In this paper,the collapse accumulation body is taken as the object of study;the parametric orthogonal test is adopted,and based on the limit equilibrium principle of rigid body, the sensitivities of slope safety factor to the cohesion coefficient and the internal friction angle of rock mechan-ics parameters are analyzed,which provide the basis for determining rock mechanical parameters.The stress and deformation of the collapsed accumulation body are calculated by the software ABAQUS based on the fi-nite element method;and the dangerous slip surface is determined,which provides the calculation section for the stability analysis.关键词
堆积体/参数正交试验/凝聚系数/内摩擦角/危险滑动面Key words
accumulation body/parameter orthogonal test/cohesion coefficient/internal friction an-gle/dangerous slip surface分类
建筑与水利引用本文复制引用
沈桑桑,卢晓春,蒋建伟..复杂地质条件下堆积体边坡稳定性及其敏感性分析[J].三峡大学学报（自然科学版）,2018,40(3):39-44,6.基金项目
三峡库区地质灾害教育部重点实验室(三峡大学)(2017KDZ09) （三峡大学）
