渗透计
岩土工程
导水率
地质学
变形(气象学)
流量(数学)
体积热力学
粒子(生态学)
仪表(计算机编程)
材料科学
机械
土壤科学
土壤水分
海洋学
操作系统
物理
量子力学
计算机科学
作者
P. Slangen,R. J. Fannin
出处
期刊:Geotechnical Testing Journal
[ASTM International]
日期:2016-12-19
卷期号:40 (1): 20150287-20150287
被引量:25
摘要
A flexible wall permeameter was described for the investigation of seepage-induced internal instability. The device comprises a double-walled triaxial cell, a base pedestal and top cap, a seepage control system, and instrumentation. A novel feature is the measurement of volume change during multistage seepage flow. Tests were reported on gradations of glass beads. Suffusion was observed as a seepage-induced increase in hydraulic conductivity, in the absence of substantial volumetric and axial strains, indicating particle migration. In contrast, suffosion was observed as a change in hydraulic conductivity, accompanied by substantial contractive volumetric strain with or without substantial axial strain, indicating rearrangement of the particle assembly. The test procedure yielded repeatable results. The resolution and accuracy of the measurement technique were sufficient to quantify the onset and progression of deformation in specimens with a volume of approximately 780 cm3. Considering the localized nature of the contractive volumetric deformation associated with suffosion, which can occur in the absence of axial deformation, measurement of volume change during multistage seepage flow proves necessary to avoid any misinterpretation of the phenomenological response to seepage flow.
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