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Effect of long duration rainstorm on stability of Red-clay slopes

机译:长时间暴雨对红黏土边坡稳定性的影响

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Background Slope stability issue in red clay slopes during rainfall is one among the serious geoenvironmental disasters in China. In order to investigate the effect of long duration rainstorm on red-clay slopes, studies were conducted using Geostudio 2012. Five different rainfall-durations were applied to the slope and the results of coupled and uncoupled calculation modes were compared. Results and Conclusions Results show that pore water pressure increased due to the dissipation of matric suctions and rise in water table during the rainfall period with the longer the rainfall duration, the larger the pore water pressure. The rate of change of pore water pressure was largest at rainfall durations of 4 days, among all the duration conditions considered for this study. After short duration rainstorms, a settlement of the surface of the slope was observed. However, in long duration rainstorms, the slope surface swelled in a non-uniform manner with the head of the slope experiencing the greatest expansion. Factor of safety exhibited a hysteresis during the calculation process, which was similar in trend with the pore water pressure as well, and it showed some amplitude during the calculation steps under the coupled calculation analysis as a result of the deformation and seepage force affecting each other on the performance of slope, especially for the slope stability.
机译:背景降雨过程中红黏土边坡的边坡稳定性问题是中国严重的地质环境灾害之一。为了研究长期暴雨对红粘土边坡的影响,使用Geostudio 2012进行了研究。对斜坡使用了五种不同的降雨时间,并比较了耦合和非耦合计算模式的结果。结果与结论结果表明,降雨期间孔隙水压力升高是由于基质吸力的消散和地下水位升高引起的,降雨持续时间越长,孔隙水压力越大。在本研究考虑的所有持续时间条件中,降雨持续时间为4天时,孔隙水压力的变化率最大。短时暴雨后,观察到斜坡表面沉降。然而,在长时间的暴雨中,斜坡表面以不均匀的方式膨胀,其中斜坡的顶部膨胀最大。安全系数在计算过程中表现出滞后性,其趋势也与孔隙水压力相似,并且在变形计算和渗透力相互影响的结果下,在耦合计算分析的计算步骤中显示出一定幅度。对边坡的性能,特别是对边坡的稳定性。

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