New Findings on Existing Resilient Modulus Constitutive Models through Performance Comparison on LTPP Data

Author:

Demeke Ayenew Yihune1ORCID,Sachpazis Constantine I.2ORCID,Assefa Eleyas3ORCID,Pantelidis Lysandros4ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, College of Engineering, Construction Quality and Technology Center of Excellence, Addis Ababa Science and Technology Univ., P.O. Box 16417, Addis Ababa 1000, Ethiopia (corresponding author). ORCID: .

2. Professor, Geotechnical and Mining Engineering Division, Univ. of Western Macedonia, Kozani 50 150, Greece. ORCID: .

3. Associate Professor, Dept. of Civil Engineering, College of Engineering, Construction Quality and Technology Center of Excellence, Addis Ababa Science and Technology Univ., P.O. Box 16417, Addis Ababa 1000, Ethiopia. ORCID: .

4. Associate Professor, Dept. of Civil Engineering and Geomatics, Cyprus Univ. of Technology, Limassol 3036, Cyprus. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference38 articles.

1. AASHTO. 1986. AASHTO pavement design. Washington, DC: AASHTO.

2. AASHTO. 1993. AASHTO guide for design of pavement structures. Washington, DC: AASHTO.

3. AASHTO. 2002. Standard specifications for transportation materials and methods of sampling and testing. Washington, DC: AASHTO.

4. AASHTO. 2008. Mechanistic-empirical pavement design guide: A manual of practice. Washington, DC: AASHTO.

5. Harmonized resilient modulus test method for unbound pavement materials;Andrei D.;J. Transp. Res. Board,2004

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