Cyclic Simple Shear Response of Sand-Rubber Tire Chip Mixtures

被引:30
|
作者
Madhusudhan, B. R. [1 ]
Boominathan, A. [1 ]
Banerjee, S. [1 ]
机构
[1] Indian Inst Technol Madras, Dept Civil Engn, Chennai 600036, Tamil Nadu, India
关键词
Cyclic simple shear; Sand-rubber tire chips; Dynamic soil properties; Pore pressure; DYNAMIC PROPERTIES; BEHAVIOR; STRENGTH; STRESS; CRUMBS; SOILS;
D O I
10.1061/(ASCE)GM.1943-5622.0001761
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The dynamic properties of mixtures of poorly graded sand and the fine rubber tire chips are assessed under undrained, strain-controlled cyclic simple shear (CSS) conditions. In this study, CSS equipment with a confining pressure system is used. The CSS tests are performed on the mixtures with rubber content of 0%, 10%, 30%, 50%, and 100% by weight prepared at relative densities in the range of 65%-80%. Tests are carried out at high shear strain amplitudes in the range of 0.15%-3% at various total vertical stress levels (50-200 kPa). The material and loading parameters such as rubber content, shear strain, frequency, total vertical stress, influencing the dynamic properties and the pore pressure responses of the mixtures are investigated. It was found that the mixture with 10% rubber content has better dynamic properties than other mixtures. In addition, the pore pressure development can be retarded by the use of the sand-rubber tire chip mixtures.
引用
收藏
页数:14
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