武汉三官汉江公路大桥南接线软土路堤稳定性分析  

Stability analysis of soft soil embankment of the south line of Sanguan Hanjiang Highway Bridge in Wuhan

作　　者：饶江勇 Rao Jiangyong(Hubei Provincial Communications Planning and Design Institute Co.,Ltd.,Wuhan 430051,China)

机构地区：[1]湖北省交通规划设计院股份有限公司,湖北武汉430051

出　　处：《山西建筑》2020年第21期113-114,共2页Shanxi Architecture

摘　　要：为了分析武汉三官汉江公路大桥南接线软土地基处理后的填方路堤的稳定性,运用软件建模分析治理方案。根据现场勘察及试验成果,计算了不同处理方案不同稳定性系数下的路堤填高,为该工程软土处理方案提供了计算依据。In order to analyze the stability of filling embankment after soft soil foundation treatment of the South Line of Sanguan Hanjiang Highway Bridge in Wuhan,software models were built to analyze governance solutions.According to site survey and test results,the embankment fill heights under different treatment schemes and different stability coefficients were calculated.The calculation basis was provided for the soft soil treatment of the project.

关 键 词：软土地基处理 路堤 稳定性分析 

分 类 号：U416.12[交通运输工程—道路与铁道工程]