Development of a Multidirectional Simple Shear Testing Device

被引:22
|
作者
Rutherford, C. J. [1 ]
Biscontin, G. [2 ]
机构
[1] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
[2] Texas A&M Univ, Zachry Dept Civil Engn, College Stn, TX 77843 USA
来源
GEOTECHNICAL TESTING JOURNAL | 2013年 / 36卷 / 06期
基金
美国国家科学基金会;
关键词
simple shear; multidirectional loading; laboratory testing;
D O I
10.1520/GTJ20120173
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A new simple shear testing device capable of applying multidirectional loading to soil specimens has been developed. The Texas A&M University multidirectional simple shear (TAMU-MDSS) device provides the ability to apply a large range of shear stresses and complex loading paths, such as figure-eight and circular patterns, to a cylindrical soil specimen confined by a wire-reinforced membrane. The load and torque experienced by the sample are directly measured by a multi-axis load cell installed above the specimen. Bacicpressure saturation of the specimen is made possible by the device's ability to apply pressure in the chamber and backpressure to the water lines. Excess pore pressure is measured by a pressure transducer during the shearing phase of the testing. This paper describes the development of the TAMIJ-MDSS system and the capabilities of the device and presents test results on saturated clay soil specimens subjected to monotonic, unidirectional cyclic, and multidirectional loading.
引用
收藏
页码:858 / 866
页数:9
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