Selecting Construction Measures for Mitigating Early-Age Delamination in CRC Pavements Made with Gravel Aggregates-Reference-Cited by-同舟云学术

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Selecting Construction Measures for Mitigating Early-Age Delamination in CRC Pavements Made with Gravel Aggregates

Published:2009-08 Issue:8 Volume:135 Page:572-579
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Liu Juanyu¹²,Zollinger Dan G.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Alaska Fairbanks, Fairbanks, AK 99775-5900 (corresponding author).

2. Professor, Zachry Dept. of Civil Engineering, 503E, CE/TTI Building, Texas A&M Univ., College Station, TX 77843-3136.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000013

Reference22 articles.

1. ABAQUS version 6.4 documentation. (2003). ABAQUS Inc. Providence R.I.

2. ASTM. “Standard practice for making and curing concrete test specimens in the laboratory.” C 192/C (2000). West Conshohocken Pa.

3. Jeong J. (2003). “Characterization of slab behavior and related material properties due to temperature and moisture effects.” Ph.D. dissertation. Texas A&M Univ. College Station Tex.

4. Jeong J. and Zollinger D. G. (2003). “Development of test methodology and model for evaluation of curing effectiveness in concrete pavement construction.” Transportation Research Record. 1861 Transportation Research Board Washington D.C. 17–25.

5. Horizontal cracking in continuously reinforced concrete pavements;Kim S.;ACI Struct. J.,2004

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