谈裂隙岩质边坡稳定性  

Discussion on stability of fractured rock slope

作　　者：杨志强[1] 

机构地区：[1]北京华宇工程有限公司平顶山分公司,河南平顶山467002

出　　处：《山西建筑》2014年第13期66-68,共3页Shanxi Architecture

摘　　要：通过建立岩质边坡裂隙场网络模型,讨论了大孤山岩质边坡在裂隙场中的稳定性,结果表明连通度越大,风化越严重,坡体越容易沿连通度高的区域的潜在滑动弱面失稳破坏。This paper establishes the fracture field network model and mainly discuss the stability in the fracture rock slope, the results show that the greater of the connectivity degree, the more serious of the weathering, and the slope is more likely to fail along the potential weak sliding sur- face where the connectivity degree is high.

关 键 词：裂隙岩质边坡 稳定性 连通度 

分 类 号：TU413.62[建筑科学—岩土工程]