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