SHEARING CHARACTERISTICS OF DISTURBED SATURATED CLAY.

被引：0
|
作者：
Yagi, Norio
Yatabe, Ryuichi
机构：
来源：
Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers | 1984年 / 352 /III-2期
关键词：
MATERIALS TESTING - Compression Tests;
D O I：
10.2208/jscej.1984.352_179
中图分类号：
TU4 [土力学、地基基础工程];
学科分类号：
081401 ;
摘要：
In order to investigate influence of fabric of clay soil on shearing behavior, three kinds of samples were prepared which have different fabrics, that is, naturally deposited undisturbed sample, artificially consolidated samples which were remolded under higher water content and under several water contents lower than the liquid limit. The consolidated undrained triaxial compression tests were carried out for these samples under normally consolidated, over consolidated and cyclically sheared states.
引用
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页码：179 / 186
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