contributor author | S. Bali Reddy | |
contributor author | D. Pradeep Kumar | |
contributor author | A. Murali Krishna | |
date accessioned | 2017-12-30T12:57:09Z | |
date available | 2017-12-30T12:57:09Z | |
date issued | 2016 | |
identifier other | %28ASCE%29MT.1943-5533.0001335.pdf | |
identifier uri | http://138.201.223.254:8080/yetl1/handle/yetl/4243826 | |
description abstract | This paper presents the evaluation of the optimum mixing ratio of sand-tire chips (STC) mixtures based on void ratio and shear-strength properties. Locally available sand and tire chips of 20×10 mm size are adopted. Different STC mixtures, in the range 10–70% by weight of tire chips (TC), are considered, along with pure sand (0% TC) and pure tire chips (100% TC). Specific gravity, density, and large direct shear tests were conducted for various samples. The volume of voids and weight-volume relations were determined from the dry unit weight and specific gravity values obtained for various mixtures. The results showed that the addition of tire chips up to 40% by weight showed significant decrease of void ratio by 43%. Shear-strength properties, like angle of internal friction values, are increased with TC contents up to 30%. Based on experimental results, the optimum percentage of tire chips of the selected size is in the range of 30–40% by weight, which is the equivalent of 50–60% by volume. Further, the STC mixture at the optimum ratio results in lightweight material with 20% less unit weight with better strength parameters and compressibility behavior, which can effectively be used for geoengineering applications. | |
publisher | American Society of Civil Engineers | |
title | Evaluation of the Optimum Mixing Ratio of a Sand-Tire Chips Mixture for Geoengineering Applications | |
type | Journal Paper | |
journal volume | 28 | |
journal issue | 2 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)MT.1943-5533.0001335 | |
page | 06015007 | |
tree | Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002 | |
contenttype | Fulltext | |