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

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.