Stress-strain response of plastic waste mixed soil

被引:58
|
作者
Babu, G. L. Sivakumar [1 ]
Chouksey, Sandeep Kumar [1 ]
机构
[1] Indian Inst Sci, Dept Civil Engn, Bangalore 560012, Karnataka, India
关键词
REINFORCED SAND; FIBER; BEHAVIOR; TESTS;
D O I
10.1016/j.wasman.2010.09.018
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Recycling plastic waste from water bottles has become one of the major challenges worldwide. The present study provides an approach for the use plastic waste as reinforcement material in soil. The experimental results in the form of stress-strain-pore water pressure response are presented. Based on experimental test results, it is observed that the strength of soil is improved and compressibility reduced significantly with addition of a small percentage of plastic waste to the soil. The use of the improvement in strength and compressibility response due to inclusion of plastic waste can be advantageously used in bearing capacity improvement and settlement reduction in the design of shallow foundations. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:481 / 488
页数:8
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