Detection of Delamination in the HMA Layer of Runway Pavement Structure Using Asphalt Strain Gauges-Reference-Cited by-同舟云学术

Detection of Delamination in the HMA Layer of Runway Pavement Structure Using Asphalt Strain Gauges

Published:2016-11 Issue:11 Volume:142 Page:04016047
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Cook Karissa¹,Garg Navneet²,Singh Amarjit³,Flynn Murphy⁴

Affiliation:

1. Business Development Manager, Cisco Systems, Inc., 170 West Tasman Dr., San Jose, CA 95134.

2. Project Manager, ANG-E262, Airport Pavement R&D Section, William J. Hughes Tech Center, Atlantic City International Airport, Atlantic City, NJ 08405.

3. Professor, Dept. of Civil Engineering, Univ. of Hawaii, 2540 Dole St., Honolulu, HI 96822 (corresponding author).

4. Project Manager, Airport Pavement R&D Section, William J. Hughes Tech Center, Atlantic City International Airport, Atlantic City, NJ 08405.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000869

Reference14 articles.

1. Bognacki C. J. Frisvold A. and Bennert T. (2007). “Investigation of asphalt pavement slippage failures on runway 4 R-22 L Newark International Airport.” Proc. 2007 FAA Worldwide Technology Transfer Conf. Atlantic City NJ.

2. Celaya M. et al. (2010). “Evaluation of NDT technologies to assess presence and extent of delamination of HMA airfield pavements.” Final Rep. Airfield Asphalt Pavement Technology Program Federal Aviation Administration.

3. Shear bond strength between asphalt layers for laboratory prepared samples and field cores

4. FAA (Federal Aviation Administration). (2007). “AC 150/5380-6B: Guidelines and procedures for maintenance of airport pavements.” Airport Engineering Division Federal Aviation Administration Washington DC.

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