Tyre rubber and expansive soils: two hazards, one solution-Reference-Cited by-同舟云学术

Tyre rubber and expansive soils: two hazards, one solution

Published:2020-12-07 Issue: Volume: Page:1-17
ISSN:1747-650X
Container-title:Proceedings of the Institution of Civil Engineers - Construction Materials
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Construction Materials

Author:

Soltani Amin¹^ORCID,Taheri Abbas²,Deng An²,Nikraz Hamid³

Affiliation:

1. Research Academic, School of Civil, Environmental and Mining Engineering, The University of Adelaide, Adelaide, SA, Australia (corresponding author: )

2. Senior Lecturer, School of Civil, Environmental and Mining Engineering, The University of Adelaide, Adelaide, SA, Australia

3. Professor, School of Civil and Mechanical Engineering, Curtin University, Bentley, WA, Australia

Publisher

Thomas Telford Ltd.

Subject

Mechanics of Materials,General Materials Science,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jcoma.18.00075

Reference93 articles.

1. Prediction of unsaturated shear strength of an adobe soil from the soil–water characteristic curve

2. The swelling behaviour of lignosulfonate-treated expansive soil

3. ASTM (2007) D422-63(2007)e2: Standard test method for particle-size analysis of soils. ASTM International, West Conshohocken, PA, USA.

4. ASTM (2012) D698-12e2: Standard test methods for laboratory compaction characteristics of soil using standard effort (12,400 ft-lbf/ft3 (600 kN-m/m3)). ASTM International, West Conshohocken, PA, USA.

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