摘要
大岩淌滑坡的稳定与否直接关系到电站的安全运行。对其进行了从土样工程特性、计算分析、治理措施等系列研究。在试验基础上结合反演及地质类比等分析方法提出了强度参数建议值 ,并经系统计算和可靠度分析 ,对边坡开挖前后的稳定性作了定性评价 。
The stability of the Dayantang Landslide is direct related to the safe operation of power station.For studying the stability of Dayantang landslide ,systematic works,including the soil characteristics test, the calculating analysis and the regulation measures,were done.Based on the experimental data,combined with inversive analysis and geological analogy method,the recommended parameter values relating stability were provided.Through systematic calculation and relibility analysis,a qualitative assessment on landslide stability before and after excavation has been given and a feasible treatment scheme was proposed in the light of local conditions.
出处
《长江科学院院报》
CSCD
北大核心
2000年第2期41-43,47,共4页
Journal of Changjiang River Scientific Research Institute
关键词
滑坡
边坡稳定性分析
可靠度分析
治理措施
Dayantang Landslide
slope stability analysis
reliability analysis
treatment scheme
