Geotechnical Properties of Blends of Recycled Clay Masonry and Recycled Concrete Aggregates in Unbound Pavement Construction-Reference-Cited by-同舟云学术

Geotechnical Properties of Blends of Recycled Clay Masonry and Recycled Concrete Aggregates in Unbound Pavement Construction

Published:2013-06 Issue:6 Volume:25 Page:788-798
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Azam A. M.¹,Cameron D. A.²

Affiliation:

1. Ph.D. Candidate, Univ. of South Australia, School of Natural and Built Environments (NBE), P.O. Box 5095, Mawson Lakes, SA, Australia (corresponding author).

2. Senior Lecturer, Univ. of South Australia, School of Natural and Built Environments (NBE), P.O. Box 5095, Mawson Lakes, SA, 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.1943-5533.0000634

Reference40 articles.

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

2. Crushed brick blends with crushed rock for pavement systems

3. Crushed brick blends with crushed concrete for pavement sub-base and drainage applications;Aatheesan T.;J. Aust. Geomech.,2009

4. Geotechnical Properties of Recycled Crushed Brick in Pavement Applications

5. Geotechnical characteristics of recycled crushed brick blends for pavement sub-base applications

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