导水率
岩土工程
内腐蚀
土壤水分
液压头
腐蚀
多孔性
水工建筑物
流量(数学)
地质学
环境科学
机械
土壤科学
地貌学
物理
作者
Abdul Rochim,Didier Marot,Luc Sibille,Van Thao Le
出处
期刊:Journal of Geotechnical and Geoenvironmental Engineering
[American Society of Civil Engineers]
日期:2017-07-01
卷期号:143 (7)
被引量:77
标识
DOI:10.1061/(asce)gt.1943-5606.0001673
摘要
Suffusion is a selective erosion of fine particles under the effect of seepage flow within the matrix of coarser particles. This complex phenomenon appears as a combination of three processes: detachment, transport, and possible filtration of finer fraction. It can induce a change in particle size distribution, porosity, and hydraulic conductivity of the material. With the objective to characterize suffusion susceptibility, downward seepage flow tests were conducted. Four different cohesionless soils were tested under hydraulic-gradient controlled conditions or under flow-rate controlled conditions. This study shows the significant effect of hydraulic loading history on the value of critical hydraulic gradient. Moreover, the method characterizing the erosion susceptibility based on rate of erosion does not lead to a unique characterization of suffusion process for different types of hydraulic loading. The new analysis is based on energy expended by the seepage flow and the cumulative eroded dry mass. The results demonstrate that this approach is more effective to characterize suffusion susceptibility for cohesionless soils.
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