Cyclic plane strain compression tests on dense granular materials

被引：0
|
作者：
Koseki, Junichi [1 ]
Karimi, Job Munene [2 ]
Tsutsumi, Yukika [1 ]
Maqbool, Sajjad [3 ]
Sato, Takeshi [1 ]
机构：
[1] Univ Tokyo, Inst Ind Sci, Tokyo 1538505, Japan
[2] Mat Testing & Res Dept, Minist Roads & Public Works, Nairobi, Kenya
[3] Univ Engn & Technol, Dept Civil Engn, Lahore, Pakistan
来源：
SOIL STRESS-STAIN BEHAVIOR: MEASUREMENT, MODELING AND ANALYSIS | 2007年 / 146卷
关键词：
D O I：
10.1007/978-1-4020-6146-2_36
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A series of cyclic plane strain compression tests are performed under drained condition on dense Toyoura sand and compacted Chiba gravel, by using small-scale and large-scale apparatuses, respectively. Comparisons are made with results from monotonic loading tests. Local strain distributions are calculated by conducting image analyses of digital photographs taken at different stages of loading during each test. Based on these results, strain localization properties of dense granular materials are discussed, in particular focusing on possible effects of cyclic loading history.
引用
收藏
页码：547 / +
页数：2
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