Tensile Creep and Cracking Resistance of High-Strength Concrete with Shrinkage Reducing Admixture under Uniaxial Restrained Condition at Early Age-Reference-Cited by-同舟云学术

Tensile Creep and Cracking Resistance of High-Strength Concrete with Shrinkage Reducing Admixture under Uniaxial Restrained Condition at Early Age

Published:2024-08 Issue:8 Volume:36 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Shao Haoze¹,Shen Dejian²^ORCID,Kang Jiacheng¹,Liu Ci¹,Wen Chuyuan¹

Affiliation:

1. Research Student, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210024, China; Research Student, Jiangsu Engineering Research Center for Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210024, China.

2. Professor, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210024, China; Deputy Director, Jiangsu Engineering Research Center for Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210024, China; Director, Nanjing Engineering Research Center for Prefabricated Construction, No. 1, Xikang Rd., Nanjing 210024, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-17605

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4. Impact of admixtures on the hydration kinetics of Portland cement

5. Estimation of temperature effects on autogenous shrinkage of concrete by a new prediction model

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