首页|Microbial-inspired self-healing of concrete cracks by sodium silicate-coated recycled concrete aggregates served as bacterial carrier

Microbial-inspired self-healing of concrete cracks by sodium silicate-coated recycled concrete aggregates served as bacterial carrier

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Microbially induced carbonate precipitation(MICP)is a promising technique for the autonomous healing of concrete cracks.In this study,the effect of pH on MICP was investigated.The results indicate that the MICP process was inhibited when the pH was higher than 11.Both vaterite and calcite were produced when the pH was<8,whereas only calcite was produced when the pH was>8.Recycled concrete aggregates(RCA)coated with sodium silicate have been proposed as protective carriers for microbial healing agents.Although the presence of the coated RCA resulted in a loss of the splitting tension strength of the concrete,the loaded healing agents were highly efficient in self-healing cracks.Concrete incorporated with 20%RCA loaded with healing agents exhibited the best self-healing performance.When the initial crack widths were between 0.3 and 0.4 mm,the 7-d mean healing rate was approximately 90%.At 28 d,the crack area filling ratio was 86.4%,while its water tightness recovery ratio was 74.4%and 29.8%,respectively,for rapid and slow absorption.This study suggests that RCA coated with sodium silicate is an effective method for packaging microbial healing agents and has great potential for developing cost-effective self-healing concrete.

self-healingmicrobial-induced carbonate precipitationwater uptakerecycled concrete aggregateprotective carrier

Jing XU、Xianzhi WANG、Wu YAO、Anna A.KULMINSKAYA、Surendra P.SHAH

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Key Laboratory of Advanced Civil Engineering Materials(Ministry of Education),School of Materials Science and Engineering,Tongji University,Shanghai 201804,China

Petersburg Nuclear Physics Institute Named by B.P.Konstantinov of National Research Centre,Kurchatov Institute,Gatchina 188300,Russia

Center for Advanced Construction Materials,University of Texas at Arlington,Arlington,TX 76019,USA

国家重点研发计划

2019YFC1906203

2024

结构与土木工程前沿
高等教育出版社

结构与土木工程前沿

CSTPCDEI
影响因子:0.082
ISSN:2095-2430
年,卷(期):2024.18(1)
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