Prediction of In-Service Pavement Structural Capacity Based on Traffic-Speed Deflection Measurements-Reference-Cited by-同舟云学术

Prediction of In-Service Pavement Structural Capacity Based on Traffic-Speed Deflection Measurements

Published:2016-11 Issue:11 Volume:142 Page:04016058
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Elbagalati Omar¹,Elseifi Mostafa A.²,Gaspard Kevin³,Zhang Zhongjie⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3526c Patrick Taylor Hall, Baton Rouge, LA 70803.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3526c Patrick Taylor Hall, Baton Rouge, LA 70803 (corresponding author).

3. Senior Pavement Research Engineer, Louisiana Transportation Research Center, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808.

4. Pavement Geotechnical Research Administrator, Louisiana Transportation Research Center, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000891

Reference19 articles.

1. AASHTO. (1993). “Guide for design of pavement structures.” Washington DC.

2. Model to Estimate Pavement Structural Number at Network Level with Rolling Wheel Deflectometer Data

3. Alavi S. LeCates J. F. and Tavares M. P. (2008). “Falling weight deflectometer usage.” TRB Washington DC.

4. Enhancing Network-Level Decision Making through the use of a Structural Capacity Index

5. Evaluation of Continuous Deflection Testing Using the Rolling Wheel Deflectometer in Louisiana

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