Effect of the Stress Dependency and Anisotropy of Unbound Granular Base and Subgrade Materials on TSD Deflection Slopes

Author:

Kazemi Nariman111,Saleh Mofreh111,Lee Chin-Long111

Affiliation:

1. Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Christchurch, New Zealand.

Publisher

American Society of Civil Engineers

Reference30 articles.

1. Dynamic Analysis of Thin Asphalt Pavements by Using Cross-Anisotropic Stress-Dependent Properties for Granular Layer

2. Analysis of pavements with granular bases;Brown S. F.;Transportation Research Record,1981

3. Dassault Systemes. (2022). ABAQUS. Retrieve from https://www.3ds.com/products/simulia/abaqus.

4. Finite element analysis of pavements;Duncan J. M.;Highway Research Record,1968

5. Development of a methodology to backcalculate pavement layer moduli using the traffic speed deflectometer

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