摘要
根据泸定水电站工程右坝肩边坡的平面、剖面图以及地质资料,采用基于刚体极限平衡原理的简化毕肖普法,运用土石坝边坡稳定计算程序STAB2008,对边坡稳定性进行了数值计算和分析,并给出了支护设计方案。其计算结果与支持设计对实际施工具有指导意义。
Based on the design map and geologic information of Luding Hydroelectric Station, a numerical research on the stability of the slope, where the dam＇ s right abutment lies, was finished by the simplified Bishop method using the principle of rigid limiting equilibrium. Software STAB2008 was used as the calculaiting language. Meanwhile, the design of the slope support was conducted so as to reinforce the construction.
出处
《西华大学学报（自然科学版）》
CAS
2009年第3期91-94,共4页
Journal of Xihua University:Natural Science Edition
关键词
泸定水电站
边坡
稳定性
数值研究
支护方案
luding hydroelectric station
slope
stability
numerical research
slope support
