Robust Deflection Indices from Traffic-Speed Deflectometer Measurements to Predict Critical Pavement Responses for Network-Level Pavement Management System Application-Reference-Cited by-同舟云学术

Robust Deflection Indices from Traffic-Speed Deflectometer Measurements to Predict Critical Pavement Responses for Network-Level Pavement Management System Application

Published:2016-03 Issue:3 Volume:142 Page:04016004
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Nasimifar Mahdi¹,Thyagarajan Senthilmurugan²,Siddharthan Raj V.³,Sivaneswaran Nadarajah⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, 1664 N. Virginia St., Reno, NV 89503 (corresponding author).

2. Research Engineer, ESC Inc., Turner Fairbank Highway Research Center, 6300 Georgetown Pike, McLean, VA 22101.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, 1664 N. Virginia St., Reno, NV 89503.

4. Senior Civil Research Engineer, Federal Highway Administration, Turner Fairbank Highway Research Center, 6300 Georgetown Pike, McLean, VA 22101.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000832

Reference26 articles.

1. 3D-Move version 2.1 . [Computer software]. Univ. of Nevada Reno Reno NV.

2. Asphalt Institute. (1982). “Research and development of the asphalt institute’s thickness design manual (MS-1).” Research Rep. 82–2 Lexington KY.

3. Falling Weight Deflectometer Testing to Determine Relative Damage in Asphalt Pavement Unbound Aggregate Layers

4. El-Desouky M. (2003). “Further developments of 3DMOVE and its engineering applications.” Ph.D. dissertation Univ. of Nevada Reno NV.

5. Flintsch G. Katicha S. Bryce J. Ferne B. Nell S. and Diefenderfer B. (2013). “Assessment of continuous pavement deflection measuring technologies.” SHRP 2 Rep. S2-R06F-RW-1 Transportation Research Board Washington DC.

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