摘要
以巴东县岩湾桥滑坡为例,结合其变形特征分析了滑坡的成因机制,计算了滑坡在不同工况下的稳定性。结果表明:在"自重+地表荷载"工况下滑坡处于基本稳定状态,在"自重+地表荷载+20年一遇暴雨"工况下则处于不稳定或欠稳定状态,无论哪种工况组合,其安全储备都不足,必须对其进行治理。
Taking Yanwan bridge landslide in Badong county as the example,the deformation characteristics was used to analyze the mechanism of the landslide. Then the stability of the landslide under different work conditions was calculated. The results indicate that the landslide is basically stable under the condition of" self-weight + surface load "and it is unstable under the condition of" self-weight + surface load + rainfall once in 20 years ". So the factors of safety of these conditions are not enough and the landslide needs to be taken some engineering measures.
引文
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