Field Calibration of Shrinkage Crack Width Model for CRCP in Tropical Climate-Reference-Cited by-同舟云学术

Field Calibration of Shrinkage Crack Width Model for CRCP in Tropical Climate

Published:2020-09 Issue:3 Volume:146 Page:04020049
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Cargnin Andréia Posser¹^ORCID,Balbo José Tadeu²^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Transportation Engineering, Polytechnic School, Univ. of São Paulo, São Paulo 05508-070, Brazil. ORCID: .

2. Professor, Dept. of Transportation Engineering, Polytechnic School, Univ. of São Paulo, São Paulo 05508-070, Brazil (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000209

Reference17 articles.

1. Thermal gradients in concrete pavements in tropical environment: Experimental appraisal;Balbo J. T.;Transp. Res. Rec.,2002

2. Bazant Z. P. and S. Baweja. 2000. “Creep and shrinkage prediction model for analysis and design of concrete structures: Model B3.” In Proc. Adam Neville Symp.: Creep and Shrinkage—Structural Design Effects. Farmington Hills MI: American Concrete Institute.

3. Cracking patterns of continuously reinforced concrete pavement using black and galvanized steel under tropical climate;Cargnin A. P.;Int. J. Pavement Eng.,2019

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