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The indoor model test of loess landslide instability induced by artificial rainfall in Tianshui area

机译:天水地区人工降雨诱发黄土滑坡失稳室内模型试验

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The loess slope stability is influenced by rainfall and other factors. In order to find out the mechanism of loess slope instability, especially the influence of rainfall intensity and slope, the indoor model test was performed to study rainfall-induced loess landslide in Tianshui area, Gansu Province. Slope gradient and rainfall intensity are considered as variables, and their influence on slope stability are analyzed based on monitoring of soil suction and water content, and slope deformation process. The results show that the higher the rainfall intensity, the faster the infiltration rate. The volumetric moisture rate under heavy rainfall is more than 10% under small rainfall intensity. The steeper the slope, the lower the infiltration rate for the slope model. The loess slope is prone to overall sliding from bottom to top under the heavy rainfall, and easily lead to down-top retrogressive landslide under light rain.
机译:黄土边坡的稳定性受降雨和其他因素的影响。为了找出黄土边坡失稳的机理,特别是降雨强度和边坡的影响,对甘肃省天水地区降雨引起的黄土滑坡进行了室内模型试验。以边坡坡度和降雨强度为变量,通过监测土壤吸水率和含水量以及边坡变形过程,分析了它们对边坡稳定性的影响。结果表明,降雨强度越高,入渗速度越快。在强降雨条件下,强降雨条件下的体积含水率大于10%。斜率越大,斜率模型的渗透率越低。在强降雨条件下,黄土坡度容易从底部向顶部整体滑动,而在小雨条件下,容易导致自上而下的倒退滑坡。

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