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Experimental study on the moving characteristics of fine grains in wide grading unconsolidated soil under heavy rainfall 被引量:35
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作者 CUI Yi-fei ZHOU Xiao-jun GUO Chao-xu 《Journal of Mountain Science》 SCIE CSCD 2017年第3期417-431,共15页
The initiation mechanism of debris flow is regarded as the key step in understanding the debrisflow processes of occurrence, development and damage. Moreover, migration, accumulation and blocking effects of fine parti... The initiation mechanism of debris flow is regarded as the key step in understanding the debrisflow processes of occurrence, development and damage. Moreover, migration, accumulation and blocking effects of fine particles in soil will lead to soil failure and then develop into debris flow. Based on this hypothesis and considering the three factors of slope gradient, rainfall duration and rainfall intensity, 16 flume experiments were designed using the method of orthogonal design and completed in a laboratory. Particle composition changes in slope toe, volumetric water content, fine particle movement characteristics and soil failure mechanism were analyzed and understood as follows: the soil has complex, random and unstable structures, which causes remarkable pore characteristics of poor connectivity, non-uniformity and easy variation. The major factors that influence fine particle migration are rainfall intensity and slope. Rainfall intensity dominates particle movement, whereby high intensity rainfall induces a large number of mass movement and sharp fluctuation, causing more fine particles to accumulate at the steep slope toe. The slope toe plays an important role in water collection and fine particleaccumulation. Both fine particle migration and coarse particle movement appears similar fluctuation. Fine particle migration is interrupted in unconnected pores, causing pore blockage and fine particle accumulation, which then leads to the formation of a weak layer and further soil failure or collapses. Fine particle movement also causes debris flow formation in two ways: movement on the soil surface and migration inside the soil. The results verify the hypothesis that the function of fine particle migration in soil failure process is conducive for further understanding the formation mechanism of soil failure and debris flow initiation. 展开更多
关键词 wide grading unconsolidated soil Fine particle migration soil failure LandSLIDE Debris flow initiation Flume test Heavy rainfall
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宽级配弱固结土入渗及抗冲性对泥石流起动的影响 被引量:6
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作者 庄建琦 游勇 +1 位作者 陈晓清 裴来政 《水土保持通报》 CSCD 北大核心 2012年第4期43-47,共5页
震后诱发的大量崩塌滑坡松散物质,为泥石流的形成提供了极为丰富的固体物源,使得震后灾区泥石流一直处于群发、频发状态。这些松散土体由于扰动强度大,属于宽级配弱固结土体。在降雨作用下产生的水土耦合作用促使土体结构破坏,从而起动... 震后诱发的大量崩塌滑坡松散物质,为泥石流的形成提供了极为丰富的固体物源,使得震后灾区泥石流一直处于群发、频发状态。这些松散土体由于扰动强度大,属于宽级配弱固结土体。在降雨作用下产生的水土耦合作用促使土体结构破坏,从而起动形成泥石流。通过对该种土体进行的入渗和抗冲试验的结果表明:(1)震后的宽级配弱固结土体的入渗强度是蒋家沟流域类似土体的1.5~6.0倍,直接导致了在降雨入渗作用下土体内部细颗粒被侵蚀搬运,并伴随着土体结构的破坏。(2)抗冲性显示了由于其弱固结特性,土体的抗冲性系数很小,在表面径流作用下,土体易崩解而被径流冲刷流失,增强了径流侵蚀能力。(3)震后降雨与特殊土体的耦合作用促使了灾区泥石流一直处于群发、频发状态,并将持续到土体恢复至震前状态,在此期间灾区的泥石流激发雨量也会随之变化。 展开更多
关键词 宽级配弱固结土 入渗率 抗冲性 泥石流
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宽级配弱固结土体内细颗粒迁移规律研究评述 被引量:8
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作者 郭朝旭 崔鹏 《山地学报》 CSCD 北大核心 2017年第2期179-186,共8页
宽级配弱固结土体中细颗粒的迁移是导致滑坡和泥石流的一个重要原因。本文总结了宽级配弱固结土和细颗粒分界粒径的基本概念,以及细颗粒迁移特性,并总结了现有细颗粒迁移在各学科研究的实验方法、数值模拟方法以及研究成果。现有研究表... 宽级配弱固结土体中细颗粒的迁移是导致滑坡和泥石流的一个重要原因。本文总结了宽级配弱固结土和细颗粒分界粒径的基本概念,以及细颗粒迁移特性,并总结了现有细颗粒迁移在各学科研究的实验方法、数值模拟方法以及研究成果。现有研究表明在宏观尺度上,宽级配土体内细颗粒在水动力条件下的迁移,会导致土体孔隙堵塞,是土体渗透性的降低、发生滑坡泥石流的重要原因;同时亦影响水利科学中土石坝运行,甚至造成管涌破坏。在细观尺度上,相关成果仍旧不完善,亟待在今后进行深入研究。未来建议重点发展微观数值模拟技术,高精度的试验监测手段,并考虑孔隙结构和颗粒级配变化、细观-微观-宏观多尺度转换以及气、固、流多相流耦合条件下的细颗粒迁移规律。 展开更多
关键词 宽级配弱固结土 细颗粒迁移 滑坡泥石流
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