Some mechanical properties of reconstituted Boom clay

被引：1
|
作者：
Bouazza, A. [1 ]
Van Impe, W.F. [1 ]
Haegeman, W. [1 ]
机构：
[1] Dept of Civil Eng, Monash Univ, Clayton, Melbourne, Vic 3168, Australia
来源：
Geotechnical and Geological Engineering | 1996年 / 14卷 / 04期
关键词：
Brittleness - Compressibility - Soil mechanics - Soil testing - Stiffness - Strain rate;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The mechanical behaviour of reconstituted normally consolidated Boom clay was examined in a series of laboratory triaxial stress path tests. The aim was to establish some basic characteristics of this soil. The compressibility of the reconstituted Boom clay was found to be moderate, corresponding to the soils of the same plasticity. The results indicated also that the destructured Boom clay exhibited a brittle behaviour. The undrained secant stiffness was found to vary with strain level and also to be dependent on the consolidation pressure.
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页码：341 / 352
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