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降雨型滑坡水槽试验研究若干进展

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基于降雨型滑坡水槽试验的研究现状,简要介绍了降雨式水槽、界面渗水式水槽以及后缘汇水式水槽的基本信息,归纳了降雨模式(雨强、持续时间、降雨形式)、岩土类型以及土体物理参数(颗粒级配、密度)等对滑坡稳定性的影响,厘清了不同岩土类型、颗粒级配以及降雨模式下的斜坡变形破坏特征,总结出了超孔隙水压力导致土壤液化破坏、水体渗流侵蚀致坡体抗剪强度减小以及剪切稀化破坏等 3 种主要的降雨型滑坡形成机制,展望了进一步开展降雨型滑坡水槽试验研究亟待解决的科学问题,提出了解决相关问题的建议及下一步拟开展研究的方向,可为依托水槽试验深入探究降雨型滑坡的运动特征和形成机理提供参考.
Advances in Flume Tests on Rainfall-Induced Landslides
Firstly,based on the research status of rainfall-induced landslide flume tests,the basic information of rainfall flume,interface seepage flume and rear edge catchment flume is briefly introduced,and the influence of the rainfall mode(the intensity,the duration,and the form of the rainfall),the soil type and soil physical parameters(the particle size distribution and the soil density)on the landslide stability are summarized.Secondly,the deformation and failure characteristics of slopes under the conditions of different soil types,particle size distribution and rainfall modes are clarified.Thirdly,three main formation mechanisms of rainfall-induced landslides are summarized,including the soil liquefaction caused by the excess pore water pressure,the shear strength reduction of the slope caused by water seepage erosion,and the shear thinning.Finally,the problems for the rainfall-induced landslide flume tests are proposed,and the suggestions to solve them and the direction of the future research are put forward.The study in this paper can be used as a reference for in-depth exploring the motion characteristics and formation mechanism of rainfall-induced landslide based on flume tests.

flume testrainfall-induced landslideinfluencing factorsdeformation and failure characteristicsformation mechanism

柳耀阔、李孝波、赵扬、王天虎、席书衡

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防灾科技学院,河北 三河 065201

河北省地震灾害防御与风险评价重点实验室,河北 三河 065201

水槽试验 降雨型滑坡 影响因素 变形破坏特征 形成机理

国家自然科学基金国家自然科学基金

U193920951808118

2024

防灾科技学院学报
中国灾害防御协会 防灾科技学院

防灾科技学院学报

影响因子:0.496
ISSN:1673-8047
年,卷(期):2024.26(1)
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