Application of Bacillus Subtilis to modify the properties of concrete
Descripción del Articulo
This study evaluates the effect of adding unencapsulated Bacillus subtilis (BS) bacteria in various concentrations (0, 187, and 312 ml/m3) on the physical, mechanical, and self-repair properties of concrete. It is an applied, quantitative study with a quasi-experimental design. National Bacillus Sub...
| Autor: | |
|---|---|
| Formato: | artículo |
| Fecha de Publicación: | 2026 |
| Institución: | Universidad Nacional Federico Villarreal |
| Repositorio: | Revistas - Universidad Nacional Federico Villarreal |
| Lenguaje: | español |
| OAI Identifier: | oai:ojs2.revistas.unfv.edu.pe:article/2032 |
| Enlace del recurso: | https://revistas.unfv.edu.pe/RCV/article/view/2032 |
| Nivel de acceso: | acceso abierto |
| Materia: | Hormigón biotecnología materiales de construcción ingenieria civil tecnología de materiales Concrete biotechnology construction materials civil engineering materials technology |
| Sumario: | This study evaluates the effect of adding unencapsulated Bacillus subtilis (BS) bacteria in various concentrations (0, 187, and 312 ml/m3) on the physical, mechanical, and self-repair properties of concrete. It is an applied, quantitative study with a quasi-experimental design. National Bacillus Subtilis (BSN) and Imported Bacillus Subtilis (BSI) were used, and the concrete was designed for a strength of 210 kg/cm². The results showed that incorporating BS significantly modifies the behavior of concrete. The dosage of 187 ml/m3 (milliliters per cubic meter of concrete) of BSI increased settlement by 66.67% compared to the control mixture. compressive strength at 28 days improved by 25.60% with BSI and 14.42% with BSN, attributable to calcium carbonate precipitation induced by bacterial activity. Considering the self-repair of the mixture with 312 ml/m3 of BSN, whose initial average width and length were 0.45 mm and 6.47 cm, respectively, there was a reduction in length of 1.32 cm on average in five of sixty specimens produced. at 365 days, demonstrating the partial viability of using non-encapsulated BS to produce self-repairing concrete. The use of BS in a proportion of 187 ml/m3 is recommended to improve workability and mechanical strength, and concentrations higher than 312 ml/m3 should be explored to further investigate self-repairing capacity. |
|---|
Nota importante:
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).