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contributor authorPooja Ambarakonda
contributor authorSupriya Mohanty
contributor authorRehana Shaik
date accessioned2019-09-18T10:42:42Z
date available2019-09-18T10:42:42Z
date issued2019
identifier other%28ASCE%29HZ.2153-5515.0000455.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260577
description abstractIn the present investigation, an attempt has been made to propose a lightweight backfill material using industrial wastes, namely quarry waste and granulated rubber. Granulated rubber was added in varying percentages (5%, 10%, 15%, 20%, 25%, and 30%) to quarry waste for obtaining lightweight material. Laboratory investigation has been performed in the present study to examine the physical, chemical, and geotechnical properties of quarry waste and the geotechnical behavior of quarry waste–granulated rubber (QWGR) mixes. Using granulated rubber as additive, the unit weight of quarry waste material was found to reduce from 21.8 to 14.1  kN/m3 for QWGR30 mix. The friction angle of quarry waste was obtained to be 51.2°, which increased by about 14° with rubber addition for the QWGR30 mix. The permeability of quarry waste was found to improve from fine sand to coarse sand range with the granulated rubber inclusion, making it an efficient backfill material. QWGR30 mix was found to be an efficient lightweight backfill material with reduced lateral pressure by about 73% and 85% compared to quarry waste and conventional sand, respectively. The economic savings of the project on backfill material by using QWGR30 over conventional sand would be around 8.35%.
publisherAmerican Society of Civil Engineers
titleUtilization of Quarry Waste and Granulated Rubber Mix as Lightweight Backfill Material
typeJournal Paper
journal volume23
journal issue4
journal titleJournal of Hazardous, Toxic, and Radioactive Waste
identifier doi10.1061/(ASCE)HZ.2153-5515.0000455
page06019001
treeJournal of Hazardous, Toxic, and Radioactive Waste:;2019:;Volume ( 023 ):;issue: 004
contenttypeFulltext


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