Validating MEPDG with Tennessee Pavement Performance Data-Reference-Cited by-同舟云学术

Validating MEPDG with Tennessee Pavement Performance Data

Published:2013-03 Issue:3 Volume:139 Page:306-312
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Zhou Changjun¹,Huang Baoshan²,Shu Xiang³,Dong Qiao⁴

Affiliation:

1. Graduate Research Assistant, Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996-2010.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996-2010 (corresponding author).

3. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996-2010.

4. Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996-2010.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000487

Reference21 articles.

1. Aguiar-Moya J. Banerjee A. and Prozzi J. (2010). Sensitivity analysis of the MEPDG using measured probability distributions of pavement layer thickness.” Transportation Research Record 0412 Transportation Research Board Washington DC.

2. Ayyala D. Chehab G. and Daniel J. (2010). “Sensitivity of M-E PDG level 2 and 3 inputs using statistical analysis techniques for New England states.” Transportation Research Record 3694 Transportation Research Board Washington DC.

3. Banerjee A. Aguiar-Moya J. and Prozzi J. (2009). “Texas experience using LTPP for calibration of the MEPDG permanent deformation models.” Transportation Research Record 0829 Transportation Research Board Washington DC.

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