Energy Absorption Capacity and Shear Strength Characteristics of Waste Tire Crumbs and Sand Mixtures

IF 0.5 Q4 ENGINEERING, GEOLOGICAL International Journal of Geotechnical Earthquake Engineering Pub Date : 2015-01-01 DOI:10.4018/IJGEE.2015010103
P. Anbazhagan, D. Manohar
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引用次数: 19

Abstract

The primary objective of the study is to estimate the energy absorption (EA) capacity, brittleness index (ductility) and stiffness characteristics of Sand-Tire Crumb Mixtures (STCM) using direct shear test and Unconsolidated Undrained (UU) triaxial test for the effective reuse of waste tire crumbs as isolation materials. The properties considered include, strength and deformation characteristics of a STCM. A relatively uniform sand and readily available tire crumb grouped into four size has been selected to generate STCM. Experimental studies have been carried out on STCM with constant density of 1.54 g/cc. Stress-strain curve obtained from UU test has been used to estimate EA. The experimental results show that peak strength, EA and stiffness increases with increasing percentage of tire crumbs up to 25% and starts decreasing thereafter. Among the tested tire crumb sizes, crumb size IV provide the maximum EA without compromising on strength compared to other tire crumb sizes.
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废轮胎渣砂混合料的吸能性能及抗剪强度特性
本研究的主要目的是通过直接剪切试验和未固结不排水(UU)三轴试验来评估砂-轮胎屑混合物(STCM)的能量吸收(EA)能力、脆性指数(延性)和刚度特性,以实现废轮胎屑作为隔离材料的有效再利用。考虑的性能包括STCM的强度和变形特性。一种相对均匀的沙子和现成的轮胎碎屑分为四种尺寸,被选择来产生STCM。在密度为1.54 g/cc的STCM上进行了实验研究。利用UU试验得到的应力-应变曲线对EA进行估算。试验结果表明,随着轮胎碎屑含量的增加,峰值强度、EA和刚度均呈上升趋势,达到25%后开始下降。在测试的轮胎碎屑尺寸中,碎屑尺寸IV与其他轮胎碎屑尺寸相比,在不影响强度的情况下提供最大的EA。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
1.90
自引率
25.00%
发文量
11
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