首页|表水侵蚀地裂缝物理模型试验研究

表水侵蚀地裂缝物理模型试验研究

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地表水入渗侵蚀是地裂缝出露地表的一个重要诱发因素.肯尼亚裂谷区因其特殊的构造环境背景,降雨侵蚀地裂缝极其发育.本文以东非肯尼亚裂谷地裂缝为原型,建立了降雨侵蚀条件下隐伏岩土体破裂扩展出露地表的地质模型,通过物理模型试验揭示了地裂缝发育过程中土体内部水力侵蚀破坏的演化规律.试验结果表明:(1)表水侵蚀地裂缝可将其破裂扩展过程分为3个阶段:均匀入渗阶段,侵蚀掏空阶段、塌陷致灾阶段.(2)隐伏岩土体破裂的影响区域是表水入渗的优势通道,该区域水力侵蚀强烈.(3)当侵蚀塌陷形成时,土体内部含水率和孔隙水压力出现同步的陡变.土体内部含水率的突变反映了裂隙的发育以及局部塌陷的形成,从而可以揭示土体内部侵蚀塌陷的进程.此次基于表水入渗的物理模型试验研究可为地裂缝的监测防控提供科学理论支撑.
EXPERIMENTAL STUDY ON PHYSICAL MODEL OF GROUND FISSURES ERODED BY SURFACE WATER
Surface water infiltration erosion is a crucial factor in the exposure of ground fissures to the surface.Due to its unique tectonic environment,rainfall-eroded ground fissures are highly developed in the Kenya Rift Valley.In this paper,we use the ground fissures in the Kenya Rift Valley in East Africa as a model to establish a geological model for the rupture and expansion of buried rock and soil under the conditions of rainfall erosion.Through physical model testing,the evolutionary pattern of hydraulic erosion failure in the soil during the develop-ment of ground fissures is revealed.The test results show that:(1)the fracture propagation process of surface wa-ter-eroded ground fissures can be divided into three stages:uniform infiltration stage,erosion hollowing stage,and collapse disaster stage.(2)The influential area of concealed rock and soil fractures is the dominant channel of surface water infiltration,and hydraulic erosion in this area is intense.(3)When erosion collapse is formed,the internal water content and pore water pressure of the soil change synchronously.The abrupt change of water content in the soil reflects the development of cracks and the formation of local collapse,revealing the process of erosion collapse in the soil.The physical model test based on surface water infiltration can provide scientific theo-retical support for the monitoring and prevention of ground fissures.

Ground fissureRainfall erosionModel testFracture propagation

刘阳、王飞永、贺鸣、赵玺

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长安大学,西安 710054,中国

中国地质大学(北京),北京 100083,中国

中国冶金地质总局西北局,西安 710119,中国

地裂缝 降雨侵蚀 模型试验 破裂扩展

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419201040102019-ZJTD-KJ-05

2024

工程地质学报
中国科学院地质与地球物理研究所

工程地质学报

CSTPCD北大核心
影响因子:1.215
ISSN:1004-9665
年,卷(期):2024.32(1)
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