Time-and-Depth-Dependent Model of Chloride Diffusion Coefficient for Concrete Members Considering the Effect of Coarse Aggregate-Reference-Cited by-同舟云学术

Time-and-Depth-Dependent Model of Chloride Diffusion Coefficient for Concrete Members Considering the Effect of Coarse Aggregate

Published:2018-03 Issue:3 Volume:30 Page:04017302
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Wang Yuanzhan¹,Liu Chenxi²,Wang Yuchi³,Li Qingmei⁴,Liu Heng⁵

Affiliation:

1. Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety and Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration, Tianjin Univ., 135 Yaguan Rd., Jinnan District, Tianjin 300072, People’s Republic of China.

2. Ph.D. Student, State Key Laboratory of Hydraulic Engineering Simulation and Safety and Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration, Tianjin Univ., 135 Yaguan Rd., Jinnan District, Tianjin 300072, People’s Republic of China (corresponding author).

3. Postdoctor, School of Civil Engineering, Tianjin Univ., 135 Yaguan Rd., Jinnan District, Tianjin 300072, People’s Republic of China; College of Engineering, Ocean Univ. of China 135 Yaguan Rd., Jinnan District, Tianjin 300072, People’s Republic of China.

4. Senior Engineer, State Key Laboratory of Hydraulic Engineering Simulation and Safety and Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration; Tianjin Univ., 135 Yaguan Rd., Jinnan District, Tianjin 300072, People’s Republic of China.

5. Assistant Engineer, China Design Group Co. Ltd., 9 Ziyun Rd., Qinhuai District, Nanjing 210014, People’s Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002161

Reference31 articles.

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5. Computational homogenization of effective permeability in three-phase mesoscale concrete

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