重阳西站断层带深路堑边坡稳定性评价

Stability evaluation of deep cutting slope Chongyang west station near fault zone

针对重阳西站断层破碎带深路堑边坡,参照临近既有宁西线工点通过反演分析得到了岩土及层间力学参数,在此基础上分别采用圆弧滑动、顺层滑动两种模式分析了重阳西站深路堑边坡,表明设计措施较为合理,分析结果可为边坡设计和施工提供一些有益的指导。

According to the deep cutting slope at Chongyang west station, the paper concludes the geotechnical and interlayer dynamic parameter, analyzes the deep cutting slope at the station by adopting the smooth sliding and circular sliding based on the previous points, proves the design measures are reasonable, and proves by the analysis that it provides instruction for slope design and construction.