Geotechnical Properties of Recycled Crushed Brick in Pavement Applications

Author:

Arulrajah A.1234,Piratheepan J.1234,Aatheesan T.1234,Bo M. W.1234

Affiliation:

1. Associate Professor, Faculty of Engineering and Industrial Science (H38), Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, VIC 3122, Australia (corresponding author).

2. Associate Lecturer, Swinburne Univ. of Technology, Melbourne, Australia.

3. Ph.D. Student, Swinburne Univ. of Technology, Melbourne, Australia.

4. Senior Principal/Director, DST Consulting Engineers Inc., Thunder Bay, Ontario, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference30 articles.

1. AG-PT/T053. (2000). “Austroads repeated load triaxial test method: Determination of permanent deformation and resilient modulus characteristics of unbound granular materials under drained conditions.” Reprint of APRG 00/33 (MA) June by B. T. Vuong and R. Brimble.

2. ASTM. (1963). “Standard test method for particle-size analysis of soils.” ASTM-D422 West Conshohocken PA.

3. ASTM. (2004). “Standard test method for consolidated undrained triaxial compression test for cohesive soils.” ASTM-D4767 West Conshohocken PA.

4. ASTM. (2006). “Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine.” ASTM-C131 West Conshohocken PA.

5. ASTM. (2007). “Standard test methods for moisture ash and organic matter of peat and other organic soils.” ASTM-D2974 West Conshohocken PA.

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