Life cycle assessment of retaining wall backfilled with shredded tires

Author:

Djadouni HachemiORCID,Trouzine Habib,Gomes Correia António,Miranda Tiago Filipe da Silva

Publisher

Springer Science and Business Media LLC

Subject

General Environmental Science

Reference40 articles.

1. Ahn I-S, Cheng L (2014) Tire derived aggregate for retaining wall backfill under earthquake loading. Constr Build Mater 57:105–116

2. Athena impact estimator for buildings (2014) (v5.2.0118) [Computer software]. Ontario, Canada: ed. Athena Institute; < http://www.athenasmi.org/oursoftwaredata/impact-estimator/ >

3. Basel Convention (2011) Technical guidelines for the environmentally sound management of used and waste pneumatic tyres in UNEP/CHW.10/6/add. 1/ Rev.1. U.B. Convention, Editor 2011

4. Blumenthal M (2007) Beneficial use of tire shreds in civil engineering applications. Rubber Manufacturers Association, RMA, Presented to the USEPA; Jan. 23, 2007. http://www.epa.gov/wastes/conserve/imr/irc-meet/07-tires.pdf . Accessed 08 Mar 2014

5. Bosscher PJ, Edil TB, Eldin NN (1992) Construction and performance of a shredded waste tire test embankment. Transportation Research Record 1345, TRB, National Research Council, Washington DC, pp 44–52

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