摘要
链子崖危岩体整治是一项复杂的地质工程。本文从地质灾害成灾条件、制灾机理及防治逐步论证。在搞清危岩体边界条件的基础上，分别对猴子岭斜坡体、Ｔ０－Ｔ６缝段危岩体、Ｔ８－Ｔ１２缝段危岩体、雷劈石古崩滑体进行数值模拟分析、稳定性评价，分析危岩体的变形破坏机制，并讨论各区段危岩体之间的相互作用及协调，进行危岩山体崩滑地质灾害防治工程地质适应性综合分析。
The control engineering of Lianzi Cliff dangerous rock-body is a systematic geoengineering. According to the geological hazardous condition and catastrophological mechanism study the Preventing and harnessing measures are developed. The authors analysesed the boundary condition of dangerous rock-body and evaluated the stability of each unit of the rock-body, such as Houziling slope. T0-T6 section, T8-T12 section and Leipishi ancient landslide. After the field exploitation and numerical simulation study the deformation and failure mechanism of Lianzi Cliff dangerous rock-body and the coordination of each unit are illustracted. Finally, the systematical engineering geological suitability study of control engineering has been developed.
出处
《中国地质灾害与防治学报》
CSCD
1994年第3期43-55,共13页
The Chinese Journal of Geological Hazard and Control
关键词
链子崖危岩体
地质工程
山体结构
成灾机理
防治措施
Lianzi Cliff dangerous rock body, geoengineering, structure of the rockbody, geo-catastrophological mechanism, control of geological hazard
