摘要
基于景谷高速项目边坡岩层产状特征,以有限元分析法,探讨顺层边坡岩层倾角α与走向夹角β对边坡稳定性的影响。研究发现,中风化砂岩顺层边坡稳定性较好,中风化泥岩顺层边坡稳定性随α的增加而增加,α<30°,β=0时稳定性不佳,α增至40°或β≥30°时,边坡稳定性较好。
Based on the characteristics of slope rock formation in Jinggu high speed project,we discuss the influence of slope angle α and orientation angle β on slope stability by the finite element analysis method. It is found that the stability of the bedding slope of medium weathered sandstone is good,and the stability of the bedding slope of the medium weathered mudstone increases with the increase of α,and the stability is not good when α 30°,and β = 0 is not good. The stability of the slope is better when the α is increased to 40 °or β is more than 30°.
作者
许益东
赵余
王卫强
XU Yidong;ZHAO Yu;WANG Weiqiang(JSTI Group,Nanjing 210000,China)
出处
《灾害学》
CSCD
北大核心
2018年第A01期189-192,共4页
Journal of Catastrophology
关键词
有限元分析
顺层边坡
岩层产状
边坡稳定性
finite element analysis
bedding slope
occurrence of rock strata
slope stability