Properties of Recycled Concrete Aggregate for Unbound Pavement Construction-Reference-Cited by-同舟云学术

Properties of Recycled Concrete Aggregate for Unbound Pavement Construction

Published:2012-06 Issue:6 Volume:24 Page:754-764
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Gabr A. R.¹,Cameron D. A.²

Affiliation:

1. Ph.D. Candidate, Univ. of South Australia, School of NBE, Australia (corresponding author).

2. Senior Lecturer, Univ. of South Australia, School of NBE, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000447

Reference44 articles.

1. AASHTO. (2002a). “Standard specification for reclaimed concrete aggregate for unbound soil—aggregate base course.” AASHTO M319-02 Washington DC.

2. AASHTO. (2002b). “Standard method of test for resilient modulus of subgrade soils and untreated base/subbase materials.” AASHTO T307 Washington DC.

3. Arnold G. Werkmeister S. and Alabaster D. (2008). “Performance tests for road aggregates and alternative materials.” Land Transport New Zealand Research Rep. 335 Wellington New Zealand 〈http://www.nzta.govt.nz/resources/research/reports/335/docs/335.pdf〉 (Jul. 4 2010).

4. ASTM. (2005a). “Standard test methods for chemical analysis of hydraulic cement.” C114 section 21 West Conshohocken PA.

5. ASTM. (2005b). “Standard test method for soundness of aggregates by use of sodium sulfate or magnesium sulfate.” C88 West Conshohocken PA.

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