首页|降雨入渗下强风化泥岩高边坡失稳模型试验研究

降雨入渗下强风化泥岩高边坡失稳模型试验研究

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以简阳市龙泉湖高速公路强风化泥岩路堑边坡为研究对象,基于相似原理的边坡缩尺模型,开展了不同降雨强度和历时下的边坡试验,通过对边坡降雨全过程监测,分析不同降雨条件对边坡稳定性的影响.研究结果表明:强风化泥岩大孔隙性和亲水性是边坡失稳的物质基础,降雨后边坡基质吸力快速消散是失稳的本质原因;降雨初期,强降雨使坡体体积含水率、孔隙水压力急剧增加,基质吸力骤降,其骤降时间与降雨强度成反比;前期强降雨会加速边坡破坏,缩短边坡的破坏时间,而降雨历时长短直接决定边坡是否会发生破坏;边坡表面变形以坡顶张拉裂隙为主,连带发展至上坡表面及内部深度,坡顶处体积含水率和孔隙水压力分布变化大于上下坡,这导致坡顶最先发生破坏,逐渐发展至上坡.
Model Tests of Instability of Highly Weathered Mudstone High Slope Under Rainfall Infiltration
Taking the highly weathered mudstone cutting slope of Longquanhu Expressway in Jianyang City as the research object,a slope scaling model based on the principle of similarity was used to con-duct slope tests under different rainfall intensities and durations.By monitoring the entire process of slope rainfall,the influence of different rainfall conditions on slope stability was analyzed.The research results indicate that the large porosity and hydrophilicity of strongly weathered mudstone are the material basis for slope instability,and the rapid dissipation of slope matrix suction after rainfall is the essential reason for instability.In the early stage of rainfall,heavy rainfall causes a sharp increase in the volu-metric moisture content and pore water pressure of the slope,and a sudden drop in matric suction,which is inversely proportional to the intensity of rainfall.Early heavy rainfall will accelerate slope fai-lure and shorten the time for slope failure,and the duration of rainfall directly determines whether slope failure will occur.The surface deformation of the slope is mainly caused by tension cracks at the top of the slope,which develop to the surface and internal depth of the uphill slope.The distribution of volu-metric water content and pore water pressure at the top of the slope changes more than that of the uphill slope,leading to the first failure of the top of the slope and gradually developing to the uphill slope.

strongly weathered mudstonerainfall conditionsmatrix suctionmodel testsecondary slop

齐向阳、苏成、宋宏芳、王莉苹、赵泽源

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石家庄铁道大学 道路与铁道工程安全保障省部共建教育部重点实验室,河北 石家庄 050043

石家庄铁道大学 土木工程学院,河北 石家庄 050043

石家庄铁道大学 省部共建交通工程结构力学行为与系统安全国家重点实验室,河北 石家庄 050043

强风化泥岩 降雨条件 基质吸力 模型试验 二级边坡

2024

河北工程大学学报(自然科学版)
河北工程大学

河北工程大学学报(自然科学版)

CSTPCD
影响因子:0.543
ISSN:1673-9469
年,卷(期):2024.41(6)