2D numerical analysis of a cantilever retaining wall backfilled with sand–tire chips mixtures-Reference-Cited by-同舟云学术

2D numerical analysis of a cantilever retaining wall backfilled with sand–tire chips mixtures

Published:2019-03-01 Issue:6 Volume:25 Page:1119-1135
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Djadouni Hachemi¹²,Trouzine Habib²,Gomes Correia António¹^ORCID,Miranda Tiago Filipe da Silva¹

Affiliation:

1. School of Engineering, Institute for Sustainability and Innovation in Structural Engineering, University of Minho, Guimarães, Portugal

2. Civil Engineering and Environmental Laboratory, Department of Civil Engineering and Publics Works, Faculty of Technology, Sidi Bel Abbes University, Sidi Bel Abbes, Algeria

Funder

The Exceptional National Program

FCT - Fundacao para a Ciencia e a Tecnologia, within ISISE

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2019.1570870

Reference45 articles.

1. Laboratory Study on Properties of Rubber-Soils

2. Tire derived aggregate for retaining wall backfill under earthquake loading

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.

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