Time-Dependent Water Infiltration Resistance of Thin-Lift Asphalt Overlay Longitudinal Joints-Reference-Cited by-同舟云学术

Time-Dependent Water Infiltration Resistance of Thin-Lift Asphalt Overlay Longitudinal Joints

Published:2018-09 Issue:3 Volume:144 Page:06018003
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Cox Ben C.¹^ORCID,Howard Isaac L.²

Affiliation:

1. Research Civil Engineer, Airfields and Pavements Branch, Geotechnical and Structures Laboratory, U.S. Army Engineer Research and Development Center, CEERD-GMA, 3909 Halls Ferry Rd., Vicksburg, MS 39180 (corresponding author). ORCID: .

2. Materials and Construction Industries Chair, Dept. of Civil and Environmental Engineering, Mississippi State Univ., 501 Hardy Rd., P.O. Box 9546, Mississippi State, MS 39762.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000062

Reference9 articles.

1. Better Roads. 2011. “Do the right thin.” Accessed October 1 2013. www.betterroads.com/napa-section.

2. Effect of permeameter size and anisotropy on measurements of field pavement permeability;Harris C.;Trans. Res. Rec.,2011

3. Evaluation of Longitudinal Joint Construction Techniques for Asphalt Pavements in Tennessee

4. Development and evaluation of a field permeameter as a longitudinal joint quality indicator;Mallick R. B.;Int. J. Pavement Eng.,2006

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