摘要
采用土质边坡稳定分析程序STAB2009对溪洛渡水电站水库地段塌岸区高路堤边坡的稳定性进行了分析,考虑了水位骤降、暴雨、地震等对高路堤边坡稳定性的影响,提出水库地区高路堤边坡的设计思路与加固处理措施,为水库地段塌岸区高路堤边坡的设计与施工提供了参考。
The paper analyzes the stability of high-filled embankment side slope of Xiluodu hydropower station by applying soil slop stability analysis program STAB2009,considers the impact of water levels plummeting,rainstorm and earthquake upon high-filled embankment slope stability,and puts forward the design concept and reinforcing measures of high-filled embankment side slope in reservoir region,which has provided certain guidance for the design and construction of high-filled embankment side slope in reservoir collapse region.
出处
《山西建筑》
2012年第25期170-172,共3页
Shanxi Architecture
关键词
溪洛渡水电站
塌岸区
高路堤边坡
稳定性分析
加固措施
Xiluodu hydropower station
collapse region
high-filled embankment side slope
stability analysis
reinforcing measure
