TWO-DIMENSIONAL CONSOLIDATION OF A CROSS-ANISOTROPIC CLAY DEPOSIT.

被引：0
|
作者：
Murakami, Yukitoshi [1 ]
机构：
[1] Univ of Yamanashi, Dep of Civil, Engineering, Kofu, Jpn, Univ of Yamanashi, Dep of Civil Engineering, Kofu, Jpn
来源：
Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers | 1985年 / 3卷 / 358期
关键词：
CLAY; -; Consolidation;
D O I：
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中图分类号：
学科分类号：
摘要：
The two-dimensional consolidation of a cross-anisotropic clay deposit has been analytically studied. As a result, the following findings can be drawn from the investigation. (1) The anisotropy of permeability has greater influence on the rates of consolidation settlement and of excess pore water pressure dissipation rather than the anisotropy of soil deformation. (2) If the anisotropy of deformation is low in the degree, the rate of consolidation settlement can be approximately estimated by substituting the clay deposit which has the equivalent isotropic property of deformation.
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页码：165 / 172
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