翁马铁路乌江特大桥岸坡稳定性评价

Study on bank slope stability of Wujiang grand bridge on Wengma railway

以翁马铁路乌江特大桥岸坡为研究对象,结合野外勘察成果,利用赤平投影法对岸坡破坏模式及稳定性进行简要分析,为今后桥梁选址研究和工程实践提供了理论参考。

Taking the bank slope of Wujiang bridge on Wengma railway as the research object,combined with the field survey results,the failure mode and stability of the bank slope are briefly analyzed by stereographic projection method,which provides a theoretical reference for the future study of bridge site selection and engineering practice.