Development, Calibration, and Verification of a New Mechanistic-Empirical Reflective Cracking Model for HMA Overlay Thickness Design and Analysis-Reference-Cited by-同舟云学术

Development, Calibration, and Verification of a New Mechanistic-Empirical Reflective Cracking Model for HMA Overlay Thickness Design and Analysis

Published:2010-04 Issue:4 Volume:136 Page:353-369
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Zhou Fujie¹²²³⁴,Hu Sheng¹²²³⁴,Hu Xiaodi¹²²³⁴,Scullion Tom¹²²³⁴,Mikhail Magdy¹²²³⁴,Walubita Lubinda F.¹²²³⁴

Affiliation:

1. Assistant Research Engineer, Materials and Pavement Division, Texas Transportation Institute, The Texas A&M Univ. System, 3135 TAMU, College Station, TX 77840-3135 (corresponding author).

2. Research Associate, Materials and Pavement Division, Texas Transportation Institute, The Texas A&M Univ. System, 3135 TAMU, College Station, TX 77840-3135.

3. Senior Research Engineer, Materials and Pavement Division, Texas Transportation Institute, The Texas A&M Univ. System, 3135 TAMU, College Station, TX 77840-3135.

4. Pavement and Materials Systems Branch Manager, Construction Division, Texas Dept. of Transportation, Austin, TX 78763.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000096

Reference47 articles.

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3. Buttlar W. G. (2007). “Reflective crack relief interlayers.” Proc. Cracking in Pavements Symp.

4. Buttlar W. G. Smith S. M. Vavrik W. R. and Sherman D. S. (2000). “Rehabilitation alternatives for Runway 18-36 at Rantoul.” Phase 2: Rep. on Construction Materials Testing Field Instrumentation and Post-Construction Distress Survey .

5. Threshold values for reflective cracking based on continuous deflection measurements

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