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Strategies for One Dimensional (1D) Compression Testing of Large-Particle-Sized Tire Derived Aggregate

Adesokan, Doyin; Fleming, Ian; Hammerlindl, Adam; McDougall, John

Authors

Doyin Adesokan

Ian Fleming

Adam Hammerlindl



Abstract

Laboratory testing of a mass of large particle sized Tire Derived Aggregate (TDA) to assess performance related properties such as void ratio, compressive creep and hydraulic conductivity under large loads poses a number of experimental challenges. Large particle sized TDA is shredded scrap tires with particle sizes from 50 mm to over 305 mm. The large particle size of the TDA mass results in experimental challenges such as the need for a large test chamber and the need for a load application system with a capacity to apply and sustain large loads while accommodating large vertical displacements from the compression of the TDA sample mass.

Citation

Adesokan, D., Fleming, I., Hammerlindl, A., & McDougall, J. (2019). Strategies for One Dimensional (1D) Compression Testing of Large-Particle-Sized Tire Derived Aggregate. Geotechnical Testing Journal, 42(5), 1336-1358. https://doi.org/10.1520/gtj20170091

Journal Article Type Article
Acceptance Date Jun 28, 2018
Online Publication Date Oct 26, 2018
Publication Date Sep 1, 2019
Deposit Date Jul 12, 2018
Publicly Available Date Jul 13, 2018
Journal Geotechnical Testing Journal
Print ISSN 0149-6115
Publisher ASTM International
Peer Reviewed Peer Reviewed
Volume 42
Issue 5
Pages 1336-1358
DOI https://doi.org/10.1520/gtj20170091
Keywords Geotechnics of Sustainable Construction, Tire derived aggregate (TDA), Waste disposal sites, Landfill drainage, Leachate collection and removal systems, Large strains, 1D compression, Sidewall friction, Large sized consolidometer, Laboratory testing,
Public URL http://researchrepository.napier.ac.uk/Output/1018193
Contract Date Jul 12, 2018

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Strategies For 1D Compression Testing Of Large Particle Sized Tire Derived Aggregate 2-28-18 (1.8 Mb)
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Copyright Statement
This is a preprint of an article published in Geotechnical Testing Journal, Copyright @ (2018), ASTM International, West Conshohocken, PA, DOI: 10.1520/GTJ20170091, www.astm.org.









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