【摘要】 以工程地质调查成果为基础,合理选取计算参数,采用Bishop法对某高速公路郧西段内分布的坡高在30 m~50 m之间的岩质边坡进行了稳定性研究,并对边坡的稳定性进行了对比分析,所得结论为设计院进一步完善设计工作提供了科学依据,并为后期施工奠定了基础。更多还原

【Abstract】 Based on the results of geological survey,reasonably selecting calculation parameters,using the Bishop method,this thesis studies the rock slopein 30 m~50 mhighstability withinthe westernsection of highway,and makes a comparative analysis onthe edge slope stability.The conclusions provide a scientific basis for further i mproving the design work,meanwhile lays the foundation for later construction.更多还原