摘要
以湖北省兴山县张家坎小区岩质滑坡为研究对象,根据滑坡产出的地质环境条件及变形特征,对控制和影响滑坡稳定性的各种因素进行分析,采用室内试验、工程类比、岩体结构面规范标准经验参数、反演分析等方法综合分析确定计算参数,对滑坡在不同工况下的稳定性及发展趋势进行预测评价,并提出防治措施建议。
Taking the rock landslide in Zhangjiakan community of Xingshan county as the research object,based on the various factors about geological environmental emergement conditions and formation characterizes of landslide,the controlling and affecting the stability of the landslide are analyzed. Through laboratory tests,engineering analogy,empirical parameters of rock mass structural plane specification standard,inversion analysis and some other methods,the calculation parameters have been determined after a comprehensive analysis. The stability and development trend of landslide under different working conditions have been predicted and evaluated,and the prevention measures have been put forward.
出处
《资源环境与工程》
2016年第5期712-717,共6页
Resources Environment & Engineering
关键词
岩质滑坡
顺向坡体结构
工程切坡
稳定性分析
rock landslide
bedding slope structure
artificial slope cutting
stability analysis
