3D FE Analysis of Flexible Pavement with Geosynthetic Reinforcement

Author:

Saad Bassam123,Mitri Hani123,Poorooshasb Hormoz123

Affiliation:

1. Ph.D. Student, Dept. of Mining, Metals and Materials Engineering, McGill Univ., 3450 University St., Montreal PQ, Canada H3A 2A7; formerly, M.Eng. Student, Concordia Univ., Montreal PQ, Canada H3A 1M8.

2. Professor, Dept. of Mining, Metals and Materials Engineering, McGill Univ., 3450 University St., Montreal PQ, Canada H3A 2A7 (corresponding author). E-mail: hani.mitri@mcgill.ca

3. Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., 1257 Guy St., Montreal PQ, Canada H3G 1M8.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference41 articles.

1. AASHTO. (2001). “Recommended practice for geosynthetic reinforcement of aggregate base course of flexible pavement structures.” AASHTO Designation 46–01 AASHTO Washington D.C.

2. Barksdale R. D. (1971). “Compressive stress pulse times in flexible pavements for use in dynamic testing.” Highway Research Record 345 Highway Research Board 32–44.

3. Introduction

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