Impact of Early Formwork Removal on Concrete Drying and Chloride Ion Diffusion

Author:

Hajibabaee Amir1ORCID,Behravan Amir2ORCID,O’Quinn Katelyn3,Robertson Bret4ORCID,Ley M. Tyler5

Affiliation:

1. Senior Research Engineer and Data Scientist, Ozinga Ready Mix Concrete Inc., 2222 S Lumber St., Chicago, IL 60616 (corresponding author). ORCID: .

2. Research Scientist, Virginia Transportation Research Council (VTRC), Charlottesville, VA 22903. ORCID: .

3. Graduate Research Assistant, School of Civil & Environmental Engineering, Oklahoma State Univ., Stillwater, OK 74078.

4. Assistant Professor and Lab Director, School of Mines and Engineering, Montana Technological Univ., Butte, MT 59701. ORCID: .

5. Professor, School of Civil & Environmental Engineering, Oklahoma State Univ., Stillwater, OK 74078.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference37 articles.

1. ASTM. 2009. Standard test method for air content of freshly mixed concrete by the pressure method. ASTM C231. West Conshohocken, PA: ASTM.

2. Kinetics of Materials

3. Bana A. H. 2011. “Reducing curling from drying shrinkage of concrete pavements through the use of different curing techniques.” M.Sc. thesis Dept. Civil Engineering Oklahoma State Univ.

4. Behravan A. and Z. Ahmadi. 2017. “Laboratory analysis of barchip fiber-reinforced cocrete durability inside the lining of water supply tunnels.” In Proc. Int. Conf. of Civil Engineering Architecture and Urbanization in Contemporary Iran-Tehran. Cyberabad India: Institute For Engineering Research and Publication.

5. The influence of chemical admixtures on restrained drying shrinkage of concrete;Brooks J. J.;Spec. Publ.,1997

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