Effects of test method on evaluation of sample disturbance of sand

被引：0

作者：

Yamashita, S ^{[1
]}

Hori, T ^{[1
]}

Suzuki, T ^{[1
]}

机构：

[1] Kitami Inst Technol, Dept Civil Engn, Kitami, Hokkaido 090, Japan

来源：

Proceedings of the Twelfth Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Vol 1 and 2 | 2003年

关键词：

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

In this study, to examine the evaluation method of sample disturbance, the initial stiffnesses obtained from cyclic triaxial and bender element tests were compared to the results of in-situ seismic survey. Furthermore, the effect of sample disturbance on the liquefaction strength was also examined. The sand samples used were Toyoura sand and three kinds of undisturbed and its reconstituted sand samples. The undisturbed sandy samples were retrieved by the in-situ freezing method at three sites in Japan.

引用

页码：105 / 108

页数：4

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