Literature DB >> 21803560

Recycled crushed glass in road work applications.

M M Disfani1, A Arulrajah, M W Bo, R Hankour.   

Abstract

A comprehensive suite of geotechnical laboratory tests was undertaken on samples of recycled crushed glass produced in Victoria, Australia. Three types of recycled glass sources were tested being coarse, medium and fine sized glass. Laboratory testing results indicated that medium and fine sized recycled glass sources exhibit geotechnical behavior similar to natural aggregates. Coarse recycled glass was however found to be unsuitable for geotechnical engineering applications. Shear strength tests indicate that the fine and medium glass encompass shear strength parameters similar to that of natural sand and gravel mixtures comprising of angular particles. Environmental assessment tests indicated that the material meets the requirements of environmental protection authorities for fill material. The results were used to discuss potential usages of recycled glass as a construction material in geotechnical engineering applications particularly road works.
Copyright © 2011 Elsevier Ltd. All rights reserved.

Mesh:

Substances:

Year:  2011        PMID: 21803560     DOI: 10.1016/j.wasman.2011.07.003

Source DB:  PubMed          Journal:  Waste Manag        ISSN: 0956-053X            Impact factor:   7.145


  3 in total

Review 1.  Pollution due to hazardous glass waste.

Authors:  Deepak Pant; Pooja Singh
Journal:  Environ Sci Pollut Res Int       Date:  2013-11-27       Impact factor: 4.223

2.  Comparison of Drying Shrinkage of Concrete Specimens Recycled Heavyweight Waste Glass and Steel Slag as Aggregate.

Authors:  So Yeong Choi; Il Sun Kim; Eun Ik Yang
Journal:  Materials (Basel)       Date:  2020-11-11       Impact factor: 3.623

3.  The Use of Glass to Optimize Bitumen Absorption of Hot Mix Asphalt Containing Recycled Construction Aggregates.

Authors:  Farzaneh Tahmoorian; Bijan Samali; John Yeaman; Russell Crabb
Journal:  Materials (Basel)       Date:  2018-06-21       Impact factor: 3.623

  3 in total

北京卡尤迪生物科技股份有限公司 © 2022-2023.