摘要
介绍了靠近用地红线的岩质顺层边坡的特点,探讨了其破坏模式及稳定性评价方法,以恩施州连珠畔岛F1G1段边坡为例,阐述了边坡计算及支护设计方法,为基坑边线紧靠用地红线以及基坑开挖后存在大量岩质顺层边坡的支护设计提供了思路。
The paper introduces the features of the rock bedding slope support close to boundary line of land,explores its damage model and stability evaluation,illustrates the slope calculation and support design by taking the slope at F1G1 Lianzhu Island of Enshi,so as to provide some ideas for the support design of large rock bedding support after the foundation pit excavation and the foundation pit line close to the boundary line of land.
出处
《山西建筑》
2016年第9期99-100,共2页
Shanxi Architecture
关键词
用地红线
岩质顺层边坡
边坡支护
boundary line of land
rock bedding slope
slope support
