Affiliation:
1. Department of Smart Construction and Environmental Engineering, Daejin University, Pocheon 11159, Republic of Korea
2. Department of Civil and Environmental Engineering, Daejin University, Pocheon 11159, Republic of Korea
Abstract
In this study, the characteristics of grout mixed with charcoal as an expansive agent were examined to reduce the pre-hardening shrinkage of cementitious materials. This study compared and reviewed the application of CSA, a conventional expansive agent, to grout. The setting time, fluidity, compressive strength, and pre-hardening shrinkage/expansion were evaluated to explore the usability of charcoal as an expansive agent. The test results confirmed that, as the incorporation rate of charcoal increased, the pre-hardening expansion rate of the grout also increased, making it more effective for pre-hardening expansion than the conventional expansive agent CSA. However, when charcoal was used as an expansive agent, the compressive strength decreased after hardening, indicating the need for caution regarding the amount of charcoal used. Furthermore, the pre-hardening shrinkage and expansion rates of the various types of charcoal used in this study showed some differences, suggesting the need for further research on the internal pore volume and pore size of the charcoal.
Funder
Korea Technology and Information Promotion Agency for SMEs
Ministry of SMEs and Startup
Reference61 articles.
1. Evaluating shrinkage characteristic of ternary grout for PSC bridge using expansive additive and shrinkage reducing agent;Yuan;J. Korea Concr. Inst.,2016
2. Evaluating material properties of grout for PSC bridge according to admixture type;Yuan;J. Korean Soc. Hazard Mitig.,2018
3. Physical properties of cement mortar mixed with expansive agent;Seo;J. Ind. Technol. Res.,1998
4. Production of MgO-type expansive agent in dam concrete by use of industrial by-products;Gao;Build. Environ.,2008
5. Jiang, F., Deng, M., Mo, L., and Wu, W. (2020). Effects of MgO expansive agent and steel fiber on crack resistance of a bridge deck. Materials, 13.