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颗粒迁移作用下宽级配土渗透性研究
引用本文:朱秦,苏立君,刘振宇,杨世豪.颗粒迁移作用下宽级配土渗透性研究[J].岩土力学,2021(1):125-134.
作者姓名:朱秦  苏立君  刘振宇  杨世豪
作者单位:;1.中国科学院水利部成都山地灾害与环境研究所中国科学院山地灾害与地表过程重点实验室;2.中国科学院大学;3.中国科学院青藏高原地球科学卓越创新中心;4.中国科学院巴基斯坦高等教育委员会中国-巴基斯坦地球科学研究中心
基金项目:国家自然科学基金项目(No.41790432,No.41761144077);中科院国际合作局对外合作重点项目资(No.131551KYSB20180042)。
摘    要:宽级配土作为堆积层滑坡的主要物源,其渗透性研究是开展降雨型堆积层滑坡机制研究的前提和基础。宽级配土的渗透是一个包括水分运移和土体细颗粒迁移的复杂过程,但在研究其渗透性时通常只考虑了水分的运移而忽略了细颗粒的迁移。为此,采用自制大型渗透仪对3组不同D15/d85值(D15为粗粒组中小于该粒径的颗粒质量分数为15%的粒径;d85为细粒组中小于该粒径的颗粒质量分数为85%的粒径)的土样进行了饱和渗流试验,研究了宽级配土的水分运移特征和细颗粒迁移规律。研究结果表明:D15/d85值对宽级配土的渗透系数和细颗粒迁移有重要影响,D15/d85值越小,则土体渗透系数越小,细颗粒不易发生迁移;D15/d85值越大,渗透系数越大,试验过程中渗透系数变化越剧烈,迁出细颗粒的量也更大。根据渗透系数的变化也可判定土体内部细颗粒的运动情况,据此提出了3种宽级配土颗粒迁移模式。该研究成果加深了对宽级配土渗透特性的认识,为完善降雨型堆积层滑坡机制研究提供了新思路。

关 键 词:宽级配土  D15/d85  渗透性  颗粒迁移

Study of seepage in wide-grading soils with particles migration
Institution:(Key Laboratory of Mountain Hazards and Earth Surface Process,Institute of Mountain Hazards and Environment,Chinese Academy of SciencesChengdu,Sichuan 610041,China;University of Chinese Academy of Sciences,Beijing 100049,China;CAS Center for Excellence in Tibetan Plateau Earth Sciences,Beijing 100101,China;China-Pakistan Joint Research Centre on Earth Sciences,Chinese Academy of Sciences and Pakistan Higher Education Commission,Islamabad,Pakistan)
Abstract:The study on the seepage in wide-grading soils,the main material of colluvial landslides,is the premise and foundation of the research on the mechanism of rainfall-induced colluvial landslides.The seepage in wide-grading soils is a complex process including the transport of water and fine particles.However,the migration of fine particles is usually ignored.Therefore,three soil samples with different D15/d85 (D15 is the particle size which 15%of the coarse-grained group by weight is finer than;d85 is the particle size which 85%of the fine-grained group by weight is finer than) were tested by self-made large-scale permeameter to study the transport of water and fine particles in wide-grading soils.The results show that the D15/d85 has a vital influence on the permeability coefficient and the migration of fine particles.The smaller permeability coefficient is,the more difficult migration of fine particles occur in soils of small D15/d85;the larger permeability coefficient is with the violent change,and significant fine particles movement observed in soils of large D15/d85.The change of permeability coefficient reflects the movement of fine particles in the soil,and three modes of particle migration are proposed for the wide-grading soils.The research improves the understanding of the permeability characteristics of wide-grading soils and provides a new mechanism of rainfall-induced colluvial landslides.
Keywords:wide-grading soils  D15/d85  permeability  the migration of fine particles
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