Design of Optimal Perpetual Pavement Structure-Reference-Cited by-同舟云学术

Design of Optimal Perpetual Pavement Structure

Published:2012-02 Issue:2 Volume:138 Page:157-175
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Tarefder Rafiqul A.¹²,Bateman Damien¹²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of New Mexico, MSC01 1070, Albuquerque, NM 87131 (corresponding author).

2. Graduate Research Assistant and Ph.D. Candidate, Dept. of Civil Engineering, Univ. of New Mexico, MSC01 1070, Albuquerque, NM 87131.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000259

Reference41 articles.

1. AASHTO. (1972). Interim guide for design of pavement structures Washington DC.

2. AASHTO. (1993). AASHTO guide for design of pavement structures Washington DC.

3. AMEC Earth and Environmental Inc.. (2007). “Forensic analysis scoping report—US-70 Hondo Valley perpetual pavement structure.” Project No. AC-MIP-070-4(35)264 New Mexico Department of Transportation (NMDOT) State Materials Bureau Santa Fe NM.

4. Asphalt Institute. (2004). “Illinois I-70 technology showcase.” Asphalt Institute 〈http://www.asphaltinstitute.org/Upload/Illinois_I_70_Technology_Showcase.pdf〉 (May 5 2008).

5. Carpenter S. H. (2006). “Fatigue performances of IDOT mixtures.” Research Rep. FHWA-ICT-07-007 Illinois Center for Transportation Dept. of Civil and Environmental Engineering Univ. of Illinois at Urbana-Champaign Urbana IL.

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