Estimation of Resilient Modulus Constitutive Model Parameters for Unbound Coarse Materials for MEPDG-Reference-Cited by-同舟云学术

Estimation of Resilient Modulus Constitutive Model Parameters for Unbound Coarse Materials for MEPDG

Published:2022-09 Issue:3 Volume:148 Page:
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Chowdhury S. M. Robinur Mohshin¹^ORCID,Kassem Emad²

Affiliation:

1. Operations District Specialist, Tennessee Department of Transportation, 5334 Boswell Ave., Memphis, TN 38120 (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Idaho, Moscow, ID 83844-1022.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000378

Reference41 articles.

1. AASHTO. 1999. Determining the resilient modulus of soils and aggregate materials: Standard specifications for transportation materials and methods of sampling and testing: Part 2B tests. AASHTO T 307. Washington, DC: AASHTO.

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

3. A low-cost high-performance alternative for controlling a servo-hydraulic system for triaxial resilient modulus apparatus;Bejarano M.;ASTM Spec. Tech. Publ.,2003

4. Resilient modulus test—Triaxial cell interaction;Boudreau R.;ASTM Spec. Tech. Publ.,2003

5. An Assessment of Resilient Modulus Testing: Internal and External Deflection Measurements

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