Development of a Mechanistic Framework to Predict Pavement Service Life Using Axle Load Spectra from Texas Overload Corridors-Reference-Cited by-同舟云学术

Development of a Mechanistic Framework to Predict Pavement Service Life Using Axle Load Spectra from Texas Overload Corridors

Published:2020-08-31 Issue: Volume: Page:
ISSN:
Container-title:International Conference on Transportation and Development 2020
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Author:

Morovatdar Ali¹²³,Ashtiani Reza S.¹²³,Licon Carlos¹²³

Affiliation:

1. Graduate Research Assistant, Univ. of Texas at El Paso, El Paso, TX.

2. Associate Professor, Univ. of Texas at El Paso, El Paso, TX.

3. Transportation Engineer, AECOM, Albuquerque, NM.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483183.012

Reference19 articles.

1. Effect of traffic load input level on Mechanistic–Empirical Pavement Design.;Abbas A. R.;Transportation Research Record,2014

2. Al-Qadi I. L. Ouyang Y. Meidani H. Gungor O. E. Petit A. Qiu J. Wang H. and Zhao J. (2017). “Development of a proposed overweight vehicle permit fee structure in Illinois ( No. FHWA-ICT-17-004). ” Illinois Center for Transportation University of Illinois at Urbana-Champaign Urbana Illinois.

3. Prediction of Pavement Remaining Service Life Using Roughness Data—Case Study in Dubai

4. Practical approach for determining permit fees for overweight trucks.;Banerjee A.;Transportation Research Record,2015

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