攀枝花市炳三区 F 线道路工程边坡稳定性分析

摘要

The investigation of the F line road of the Bingsan district in Panzhihua city is performed according to Code for Investigation of Geotech-nical Engineering and Technical Code for Building Slope Engineering and relevant provisions,using the slice method and simplified Bishop method to calculate the stability analysis of slope of the road engineering. Slope treatment measures are proposed by the stability analysis and evaluation of road slope.%根据《岩土工程勘察规范》《建筑边坡工程技术规范》及相关执行规定，对攀枝花市炳三区F线道路进行勘察，用圆弧滑动法和简化Bishop法计算了该道路工程的边坡稳定性，通过对道路边坡进行稳定性分析和评价，提出了边坡治理措施建议。