路基工程Issue(4)：114-119,6.DOI:10.13379/j.issn.1003-8825.2017.04.23
岩质边坡开挖变形破坏特征及锚索支护分析
Characteristics of Rock Slope Excavation Deformation and Failure and Analysis on Cable Bolting
吴昊宇 1崔圣华2
作者信息
- 1. 四川省交通运输厅公路规划勘察设计研究院,成都610041
- 2. 成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都610059
- 折叠
摘要
Abstract
Based on a large-scale excavation slope in Bijie,Guizhou province,High-density electrical method,statistics of rock structural surface and geological investigation method were used to obtain the slope structural characteristics.The rock slope excavation deformation and failure characteristics were revealed through site investigation,monitoring and finite element simulation analysis and the sliding-tension deformation and failure model of the slope was obtained.The cable bolting program was put forward and the effect was analyzed via numerical simulation.关键词
岩质边坡/开挖变形/破坏/锚索支护/数值模拟Key words
rock slope/excavation deformation/slope failure/cable bolting/numerical simulation分类
交通工程引用本文复制引用
吴昊宇,崔圣华..岩质边坡开挖变形破坏特征及锚索支护分析[J].路基工程,2017,(4):114-119,6.
