Stabilization of Demolition Materials for Pavement Base/Subbase Applications Using Fly Ash and Slag Geopolymers: Laboratory Investigation

Author:

Mohammadinia Alireza1,Arulrajah Arul2,Sanjayan Jay3,Disfani Mahdi M.4,Win Bo Myint5,Darmawan Stephen6

Affiliation:

1. Ph.D. Student, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia.

2. Professor, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia (corresponding author).

3. Professor, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia.

4. Lecturer, Univ. of Melbourne, Parkville, VIC 3010, Australia.

5. Senior Vice President and Senior Principal, DST Consulting Engineers, Thunder Bay, ON, Canada P7B 5V5.

6. Director, Geotesta Pty Ltd., Melbourne, VIC 3168, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference53 articles.

1. AASHTO. (1994). “Standard test method of tests for resilient modulus of subgrade soils and untreated base/subbase materials.” AASHTO T 294-94 Washington DC.

2. AASHTO. (2007). “Standard method of test for determining the resilient modulus of soils and aggregate materials.” AASHTO T307-99 Washington DC.

3. Modulus of rupture evaluation of cement stabilized recycled glass/recycled concrete aggregate blends

4. Physical properties and shear strength responses of recycled construction and demolition materials in unbound pavement base/subbase applications

5. Geotechnical and Geoenvironmental Properties of Recycled Construction and Demolition Materials in Pavement Subbase Applications

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