基于等含水层的降雨与车辆荷载耦合作用对黄土边坡稳定性的影响

Yu Zhang , Hongjian Jiang , Gexue Bai , Bingbing Han
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引用次数: 3

摘要

阐明降雨与车辆荷载耦合作用下黄土边坡稳定性的变化规律。在室内进行了不同环境条件下不同含水率的试验,得到了含水率与抗剪强度参数的关系函数;其次,基于Geostudio建立了黄土边坡含水率-强度参数的等效分层计算模型,利用体积压力板测定仪测量了土样基质吸力随体积含水率的变化规律;最后,利用建模软件GeoStudio中的slope /W模块,结合饱和/非饱和渗流有限元分析和边坡稳定性极限平衡分析,分别计算分析车辆荷载、降雨强度、降雨持续时间等工况对黄土边坡稳定性的影响。结果表明:当车道处于斜坡中间位置时,车辆荷载参数对上坡稳定性影响不大,但对下坡稳定性影响较大;随着降雨量的增加,车辆荷载为四轴、五轴、六轴时边坡安全系数的变化曲线逐渐重叠。这表明,在研究车辆荷载和降雨双重影响下边坡安全系数的变化时,降雨是边坡稳定的主要原因;边坡安全系数变化率随降雨量的增加而逐渐增大,且边坡上、下、整体变化趋势相似。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Coupling action of rainfall and vehicle loads impact on the stability of loess slopes based on the iso-water content layer

To clarify the changes in slope stability of loess slopes under the coupling action of rainfall and vehicle loads. Experiments with different water contents under different environmental conditions were carried out indoors, and the relationship function between water content and shear strength parameters was obtained; Secondly, based on Geostudio, an equivalent layered calculation model of water content-strength parameters of loess slope was established, the variation law of soil sample matrix suction with volumetric water content was measured by volumetric pressure plate tester. Finally, by using a combination of finite element analysis of saturated/unsaturated seepage and limit equilibrium analysis of slope stability, the SLOPE/W module in the modeling software GeoStudio is used to calculate and analyze the effects of vehicle loads, rainfall intensity, rainfall duration, and other working conditions on the stability of loess slopes, respectively. The results show that when the lane is in the middle of the slope, the vehicle load parameters have little effect on the uphill stability, but have a greater impact on the downhill; With the increase in rainfall, the change curves of the slope safety coefficient gradually overlap when the vehicle loads are four-axis,five-axis, and six-axis. This shows that when studying the change of slope safety factor under the dual influence of vehicle loads and rainfall, rainfall is the main cause of slope stability; The change rate of slope safety factor increases gradually with the increase of rainfall, and the change trends of the upper, lower and overall parts of the slope are similar.

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