New Approach to Construct Master Curve of Damaged Asphalt Concrete Based on Falling Weight Deflectometer Back-Calculated Moduli-Reference-Cited by-同舟云学术

New Approach to Construct Master Curve of Damaged Asphalt Concrete Based on Falling Weight Deflectometer Back-Calculated Moduli

Published:2016-11 Issue:11 Volume:142 Page:04016048
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Le Van Phuc¹,Lee Hyun Jong²,Flores Julius Marvin¹,Kim Won Jae¹,Baek Jongeun³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Sejong Univ., 98 Gunja-dong, Gwangjin-gu, Seoul 143-747, Republic of Korea.

2. Professor, Dept. of Civil and Environmental Engineering, Sejong Univ., 98 Gunja-dong, Gwangjin-gu, Seoul 143-747, Republic of Korea (corresponding author).

3. Director, Pavement Research Center, Quality Inspection Office Division, Seoul Metropolitan Government, 131 Taebong-ro, Seocho-gu, Seoul 137-900, Republic of Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000881

Reference19 articles.

1. ARA. (2004). “Guide for mechanistic–empirical design of new and rehabilitated pavement structures.” Final Rep. NCHRP Project 1-37A Transportation Research Board of the National Academies Washington DC.

2. Baltzer S. and Jansen J. M. (1994). “Temperature correction of asphalt-moduli for FWD-measurements.” Proc. 4th Int. Conf. on Bearing Capacity of Roads and Airfields Vol. 1 Transportation Research Board Washington DC 753–768.

3. Brown E. R. Kandhal P. S. Roberts E. L. Kim Y. R. Lee D. Y. and Kennedy T. W. (2009). “Hot mix asphalt materials mixture design and construction.” NAPA Research and Education Foundation Lanham MD.

4. Evaluating the Structural Strength of Flexible Pavements in Taiwan Using the Falling Weight Deflectometer

5. Comparison of Two Pavement Rehabilitation Strategies

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