Development of cyclic shear apparatus for soil-structure interface

被引：0
|
作者：
Zhang, G [1 ]
Zhang, JM [1 ]
机构：
[1] Tsing Hua Univ, Inst Geotech Engn, Beijing 100084, Peoples R China
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：
A new, large-scale test apparatus is developed to investigate the monotonic and cyclic behaviors of the interface between two geomaterials or between soil and structure. A detailed description of the apparatus and typical tests are presented in this paper. The coarse grained soil as well as other soils and common structural materials in civil engineering can be all well tested by the apparatus as a result of large test size of the interface and high loading level. Three normal boundary conditions can be imposed on the interface directly. The stress and deformation of the interface are measured in both macro and micro way with high accuracy. The validity of the apparatus is verified by lots of conducted tests.
引用
收藏
页码：113 / 116
页数：4
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