Strength Development and Microfabric Structure of Construction and Demolition Aggregates Stabilized with Fly Ash–Based Geopolymers

Author:

Mohammadinia Alireza1,Arulrajah Arul2,Sanjayan Jay3,Disfani Mahdi M.4,Bo Myint Win5,Darmawan Stephen6

Affiliation:

1. Ph.D. Student, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, Melbourne, VIC 3122, Australia.

2. Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, Melbourne, VIC 3122, Australia (corresponding author).

3. Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, Melbourne, VIC 3122, Australia.

4. Lecturer, Dept. of Civil and Construction Engineering, Univ. of Melbourne, Melbourne, VIC 3010, Australia.

5. President and COO, Sarafinchin Associates Ltd., Toronto, Canada, M9W 5R8.

6. Director, Geotesta Pty Ltd., Notting Hill, VIC 3168, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference47 articles.

1. AASHTO. (2007). “Standard method of test for determining the resilient modulus of soils and aggregate materials.” AASHTO T 307-99 Washington DC.

2. Evaluation of the Impact of Fines on the Performance of Lightly Cement-Stabilized Aggregate Systems

3. 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.

4. ASTM. (2007). “Standard test methods for moisture ash and organic matter of peat and other organic soils.” ASTM D2974-07 West Conshohocken. PA 1520.

5. ASTM. (2009). “Standard test method for unconfined compressive strength of compacted soil-lime mixtures.” ASTM D5102 West Conshohocken PA.

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