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作 者:王鲁男[1] 晏鄂川[1] 宋琨[2] 杨广[1] 王杰 WANG Lunan;YAN Echuan;SONG Kun;YANG Guang;WANG Jie(Faculty of Engineering, China University of Geosciences, Wuhan 430074, China;Collaborative Innovation Center for Geo-hazards and Eco-environment in Three Gorges Area,China Three Gorges University, Yichang 443002, China)
机构地区:[1]中国地质大学(武汉)工程学院,湖北武汉430074 [2]三峡大学三峡地区地质灾害与生态环境湖北省协同创新中心,湖北宜昌443000
出 处:《中南大学学报(自然科学版)》2017年第12期3350-3358,共9页Journal of Central South University:Science and Technology
基 金:国家自然科学基金资助项目(41172282);湖北省自然科学基金资助项目(2015CFB358)~~
摘 要:选取三角滩滑坡滑带土进行环剪试验,分析滑带土残余强度的速率效应及含水率对速率效应的作用,结合数值模拟揭示速率效应对滑坡变形行为的影响。研究结果表明:三角滩滑坡滑带土残余强度具正速率效应;滑带土残余强度的速率效应可表示为φ_r=Aln(v)+B,其中速率效应系数A反映速率效应的类型与剧烈程度;正速率效应下,受土体自身黏滞性与细颗粒定向性的交互影响,A随着含水率的增加先减小后增大;受正速率效应的影响,滑带土残余强度的动态变化控制着滑坡由活动阶段过渡到稳定阶段,揭示滑带土残余强度的正速率效应对滑坡的变形行为具有重要的影响,为滑坡"走走停停"的变形特性提供解释。Using ring-shear testing on reconstituted soil samples from the Sanjiaotan landslide over a wide shearing rate,the impact of shearing rates on the residual strength of slip soils and the influence of moisture content on the rate effect were studied.The relationship between the rate effect and the deformation process of landslide is explored by the numerical simulation technology.The results show that the residual strength of samples is positively dependent on the shearing rates.The equation which quantitatively assesses three types of rate effects is presented:φr=Aln(v)+B,in which A is the rate effect coefficient.The residual strength of slip soils can display different types and violent degree of rate effects,accompanying A.Due to the viscosity of soils and the alignment of clay particles,the value of A increases firstly,and then decreases with the increment of moisture content in the positive rate effect.Affected by the positive rate effect,the residual strength of slip soils presents a dynamic change.It determines the process from active stage to stable stage of landslides.In summary,the rate effect on residual strength of slip soils plays a decisive role in the deformation process.
分 类 号:P642.22[天文地球—工程地质学]
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