Time-Varying Modeling of Microbial-Induced Calcite Precipitation in Cracked Concrete and Its Inhibitory Effect on Chloride Diffusion-Reference-Cited by-同舟云学术

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Time-Varying Modeling of Microbial-Induced Calcite Precipitation in Cracked Concrete and Its Inhibitory Effect on Chloride Diffusion

Published:2024-06 Issue:6 Volume:36 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zou Kai¹^ORCID,Wang Licheng²,Ueda Tamon³

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China. ORCID: .

2. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author).

3. Distinguished Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-17387

Reference53 articles.

1. Quantifying the effects of crack width, tortuosity, and roughness on water permeability of cracked mortars

2. Numerical modeling for crack self-healing concrete by microbial calcium carbonate

3. Advancements in bacteria based self-healing concrete and the promise of modelling

4. Modeling of the influence of transverse cracking on chloride penetration into concrete

5. A Review of Self-Healing Concrete for Damage Management of Structures

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