Effects of Rayleigh Damping on the Subgrade’s Apparent Nonlinearity-Reference-Cited by-同舟云学术

Effects of Rayleigh Damping on the Subgrade’s Apparent Nonlinearity

Published:2020-09 Issue:3 Volume:146 Page:04020042
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Bazi Gabriel¹^ORCID,Gagnon Jeffrey²,Sebaaly Peter³,Ullidtz Per⁴

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Lebanese American Univ., 211 East 46th St., New York 10017, NY (corresponding author). ORCID: .

2. Manager, Airport Pavement R&D Section, Federal Aviation Administration, William J. Hughes Technical Center, Bldg. 296, Atlantic City International Airport, NJ 08405.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, 1664 N. Virginia St., Reno, NV 89557.

4. Retired, Per Ullidtz ApS, Nordlysvænger 8, Helsingør 3000, Denmark.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000194

Reference30 articles.

1. Dynamic Analysis and in Situ Validation of Perpetual Pavement Response to Vehicular Loading

2. Asphalt concrete master curve using dynamic backcalculation;Bazi G.;Int. J. Pavement Eng,2020

3. Finite element modelling of the rolling resistance due to pavement deformation;Bazi G.;Int. J. Pavement Eng.,2018

4. Instrumented flexible pavement responses under aircraft loading;Bazi G.;Int. J. Pavement Eng.,2019

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