靠近用地红线的岩质顺层边坡支护研究

摘要

The paper introduces the features of the rock bedding slope support close to boundary line of land,explores its damage model and sta-bility evaluation,illustrates the slope calculation and support design by taking the slope at F1 G1 Lianzhu Island of Enshi,so as to provide some i-deas 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.%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 F1 G1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。