Effect of Water-to-Cement Ratios on Performance of Concrete with Prewetted Lightweight Aggregates-Reference-Cited by-同舟云学术

Effect of Water-to-Cement Ratios on Performance of Concrete with Prewetted Lightweight Aggregates

Published:2023-06 Issue:6 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Feng Zhizhuo¹,Shen Dejian²^ORCID,Wen Chuyuan¹,Tang Xiaojian¹,Jiang Guoqing³

Affiliation:

1. Research Student, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China; Research Student, Jiangsu Engineering Research Center of Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210098, China.

2. Professor, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China; Deputy Director, Jiangsu Engineering Research Center of Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210098, China; Deputy Director, Nanjing Engineering Research Center for Prefabricated Construction, No. 1, Xikang Rd., Nanjing 210098, China (corresponding author). ORCID: .

3. Professor, Nanjing Construction Group Co., Ltd., No. 200, Ruanjian Ave., Nanjing 210012, China; Professor, Jiangsu Engineering Research Center of Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210098, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-14923

Reference88 articles.

1. AQSIQ (General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China). 2010. Lightweight aggregates and its test methods-Part 2: Test methods for lightweight aggregates. Beijing: Standard Press of China.

2. Cracking tendency of restrained concrete at early ages

3. Babcock, A., and P. Taylor. 2015. Impacts of internal curing on concrete properties literature review. Ames, IA: Iowa State Univ.

4. Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates

5. Evaluation of early age cracking characteristics in cementitious systems

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