首页> 中文期刊> 《黄河水利职业技术学院学报》 >降雨入渗条件下非饱和土边坡稳定性研究进展

降雨入渗条件下非饱和土边坡稳定性研究进展

         

摘要

Rainfall, especially the long-lasting heavy rainstorm, is a major cause of instability and failure of slope. During the rainfall, a large number of rain infiltrations will cause the slope soil saturation in-creases, the matrices suction of non-saturated region reduces and the soil shear strength decreases. When the rainfall intensity and duration exceeds a certain extent, it may lead to slope instability. Based on the discussion of unsaturated soil strength theory and percolation theory, the progress of unsaturated soil slope stability research in recent years was discussed.%降雨,特别是强度大、历时长的暴雨,是引起边坡失稳破坏的主要因素。降雨期间,雨水的大量入渗使边坡土体的饱和度增加,非饱和区基质吸力降低,土体抗剪强度下降。当降雨的强度和持续时间超过一定程度时,便可能导致边坡失稳。在讨论非饱和土强度理论和渗流理论的基础上,探讨了近年来关于非饱和土边坡稳定性研究的进展。

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