Method for determining the coefficient of permeability of clays

被引：0
|
作者：
Moriwaki, T
Umehara, K
机构：
[1] Hiroshima Univ, Grad Sch Engn, Dept Civil & Environm Engn, Higashihiroshima 7398527, Japan
[2] Dept Civil Engn, Tottori 6800061, Japan
来源：
GEOTECHNICAL TESTING JOURNAL | 2003年 / 26卷 / 01期
关键词：
coefficient of permeability; compressibility of clay; constant rate of strain consolidation test; permeability test; conventional consolidation test; saturated clay;
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
A new method for directly determining the coefficient of permeability of clays from the constant rate of strain consolidation tests was proposed by Yoshikuni et al. (1995). In order to confirm the reliability of this method, the constant rate of strain consolidation tests under three kinds of strain rates were carried out on four kinds of clays in this study. The permeability tests using a flow pump and the conventional consolidation tests were also carried out on the same clays for comparing the coefficient of permeability obtained from each test. As the results, it was found that the coefficient of permeability obtained by the proposed method from the constant rate of strain consolidation tests agreed with the coefficient of permeability obtained from the permeability tests.
引用
收藏
页码：47 / 56
页数：10
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