Development of the Triangular Model for Pavement Evaluation Using the Rolling Wheel Deflectometer-Reference-Cited by-同舟云学术

Development of the Triangular Model for Pavement Evaluation Using the Rolling Wheel Deflectometer

Published:2013-03 Issue:3 Volume:139 Page:313-320
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Elseifi Mostafa A.¹,Dasari Karthik²,Abdel-Khalek Ahmed²,Gaspard Kevin³,Zhang Zhongjie⁴

Affiliation:

1. Lloyd Guillory Distinguished Associate Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA (corresponding author).

2. Graduate Research Assistant, Louisiana State Univ., Baton Rouge, LA.

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.1943-5436.0000498

Reference16 articles.

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

2. Abdel-Khalek A. Elseifi M. A. Gaspard K. and Zhang Z. (2012). “A model to assess pavement structural conditions at the network level.” Transportation Research Record Transportation Research Board Washington DC in press.

3. ASTM. (2008). “Standard guide for general deflection measurements.” D4695-08 West Conshohocken PA.

4. ASTM. (2009). “Standard test method for deflections with a falling weight-type impulse load device.” D4694-09 West Conshohocken PA.

5. A Comparison of the Rolling Weight Deflectometer with the Falling Weight Deflectometer

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