Adaptation of Broadband Simple Shear Device for Constant Volume and Stress-Controlled Testing

被引:4
|
作者
Shafiee, A. [1 ,2 ]
Stewart, J. P. [2 ]
Venugopal, R. [3 ]
Brandenberg, S. J. [2 ]
机构
[1] Shannon & Wilson Inc, 664 W Broadway, Glendale, CA 91204 USA
[2] Univ Calif Los Angeles, Dept Civil & Environm Engn, 5732 Boelter Hall, Los Angeles, CA 90095 USA
[3] OPAL RT Corp, US Tech Serv, 26 Summit St, Brighton, MI 48116 USA
来源
GEOTECHNICAL TESTING JOURNAL | 2017年 / 40卷 / 01期
关键词
simple shear; constant volume testing; broadband testing;
D O I
10.1520/GTJ20150181
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
We adapted an existing digitally controlled simple shear device, originally designed for drained testing with strain-control, to perform constant height testing under strain-or stress-controlled conditions. The re-designed system provided PID control of horizontal displacements or loads coupled with either vertical force or displacement control (for drained and constant-volume testing, respectively). The new system had substantially similar horizontal displacement control capabilities as the previous system. The tracking error under stress-controlled loading depends on amplitude and frequency of the load; however, its value was almost the same as errors in strain-controlled tests for common shear strain/stress amplitudes. High-precision vertical control was achieved during constant height testing in two respects: (1) height change was small (less than 0.05 % of the specimen height for large shear-strain tests), even at high frequencies; and (2) top cap rocking was small, with the vertical displacements due to rocking at the specimen edge being half or less than average changes in specimen height.
引用
收藏
页码:15 / 28
页数:14
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