山东国土资源2017，Vol.33Issue(5)：30-34,5.
新疆CHE水利枢纽渗流条件下岩质边坡稳定性分析
Analysis on Rock Slope Stability under the Condition of Seepage in CHE Water Control Project in Xinjiang Uygur Autonomous Region
摘要
Abstract
Based on the GEO-STUDIO software, appling the theory of statistical mechanics of rock mass, slope stability under different working conditions in CHE Water Control Project in Xinjiang Uygur Autonomous Region has been analyzed.As show by the results, engineering geological conditions are complicated in the study area.Faults, compressed fragmentized belts and rock veins developed widely.There are 5 groups preferred structural planes in both sides of the slope.The sensitivity of the parameters in both sides have been analyzed.The stability factor rate curve slope of full of cohesive force is larger than the friction angle, so the slope stability is more sensitive to the change of cohesive force value.The stability factor is greater than 1 in natural condition, storage condition and quick rising and falling of water level.That is to say, the slope is in steady state.关键词
CHE水利枢纽/稳定性评价/统计岩体力学/GEO-STUDIO/新疆Key words
CHE water control project/stability evaluation/statistical mechanics of rock mass/GEO-STUDIO/Xinjiang Uygur Autonomous Region分类
建筑与水利引用本文复制引用
刘海政,韩剑波,李丹丹..新疆CHE水利枢纽渗流条件下岩质边坡稳定性分析[J].山东国土资源,2017,33(5):30-34,5.基金项目
山东科技大学研究生创新计划项目(KDYC15005) （KDYC15005）
