路基工程Issue(6)：201-204,4.DOI:10.13379/j.issn.1003-8825.2017.06.41
双平面滑动破坏模式下的陡倾顺层岩质路堑边坡稳定性研究
Research on the Stability of Consequent Bedding Rock Cutting Slope with Steep Dip-angle under Double Plane Sliding Failure Mode
熊文林 1成涛 2李芬2
作者信息
- 1. 湖北交通职业技术学院,武汉430079
- 2. 武汉理工大学交通学院,武汉430063
- 折叠
摘要
Abstract
The stability of rock slope is mainly controlled by its structural plane.Taking a section of integral cutting slope in Huangnitang Village,Bajiao Town,Yi'en County of Enshi-Laifeng Expressway as an example,firstly,the double plane sliding failure mode of rock slope is theoretically analyzed in this paper in order to overcome some defects of traditional finite element method calculating the stability of rock slope,finally,one engineering example is brought in to verify the applicability of discrete element method calculating rock slope stability.关键词
顺层岩质/路堑边坡/双平面滑动/离散元法Key words
consequent bedding rock/cutting slope/double plane sliding/discrete element method分类
交通工程引用本文复制引用
熊文林,成涛,李芬..双平面滑动破坏模式下的陡倾顺层岩质路堑边坡稳定性研究[J].路基工程,2017,(6):201-204,4.
