Performance Evaluation of Fly Ash–Based Inverted Pavement System

Author:

Khan Shahbaz1,Nagabhushana M. N.2,Hossain Kamal3ORCID,Tiwari Devesh4,Guruvittal U. K.5,Bazan Carlos6ORCID

Affiliation:

1. Academy of Scientific and Innovative Research, New Delhi 110025, India; Dept. of Civil Engineering, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1B3X5 (corresponding author).

2. Retired, Senior Principal Scientist, Flexible Pavement Division, Council of Scientific and Industrial Research-Central Road Research Institute, New Delhi 110025, India.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., Ottawa, ON, Canada K1S 5B6. ORCID: .

4. Senior Principal Scientist, Pavement Evaluation Division, Council of Scientific and Industrial Research-Central Road Research Institute, New Delhi 110025, India.

5. Chief Scientist, Geotechnical Division, Council of Scientific and Industrial Research-Central Road Research Institute, New Delhi 110025, India.

6. Assistant Professor, Engineering Chair in Entrepreneurship, Dept. of Civil Engineering, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1B3X5. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference36 articles.

1. Class F Fly-Ash-Amended Soils as Highway Base Materials

2. Addition of Lime and Fly Ash to Improve Highway Subgrade Soils

3. Austroads. 2004. Pavement design: A guide to the structural design of road pavements. Sydney, NSW, Australia: Austroads.

4. Austroads. 2012. Guide to pavement technology part 2: Pavement structural design. Sydney, NSW, Australia: Austroads.

5. Performance of crushed-stone base courses;Barksdale R. D.;Transp. Res. Rec.,1984

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