Rutting Predictions in Flexible Airfield Pavements Using a Newly Modified Drucker–Prager Combined Hardening Model with Progressively Evolving Yield Surface-Reference-Cited by-同舟云学术

Rutting Predictions in Flexible Airfield Pavements Using a Newly Modified Drucker–Prager Combined Hardening Model with Progressively Evolving Yield Surface

Published:2023-02 Issue:2 Volume:149 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Nadkarni Atish A.¹^ORCID,Allen David H.²,Little Dallas N.³,Garg Navneet⁴

Affiliation:

1. Research Civil Engineer, Engineering & Software Consultants, LLC, 11921 Freedom Dr., Suite 550, Reston, VA 20190 (corresponding author). ORCID: .

2. Professor, Dept. of Ocean Engineering, Texas A&M Univ., College Station, TX 77843.

3. Snead Chair Professor and University Distinguished Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843.

4. Program Manager, National Airport Pavement and Materials Research Center, FAA William J. Hughes Technical Center, Airport Technology Research and Development, ANG-E262, Atlantic City, NJ 08405.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

https://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-6671

Reference23 articles.

1. Allen, P. A. 2002. Hydrostatic stress effects in low cycle fatigue. Cookeville, TN: Tennessee Technology Univ.

2. Estimation of Rutting Models by Combining Data from Different Sources

3. Compressive stress pulse times in flexible pavements for use in dynamic testing;Barksdale R. D.;Highway Res. Rec.,1971

4. Plasticity Modeling Applied to the Permanent Deformation Response of Granular Materials in Flexible Pavement Systems

5. Predicting Rutting Performance of Flexible Airfield Pavements Using a Coupled Viscoelastic-Viscoplastic-Cap Constitutive Relationship

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