Crack filling in concrete by addition of Bacillus subtilis spores – Preliminary study

This study aimed to analyze the performance of two concrete mixtures with the addition of B. subtilis spores regarding their capacity of filling cracks during the curing time, evaluating whether the addition can influence the compressive strength of the concrete. For so, six concrete mixtures were s...

Full description

Autores:
Schwantes-Cezario, Nicole
Do Nascimento Peres, Maria Vânia Nogueira
Fruet, Thomas Kehrwald
Nogueira, Geovana Souza Ferreira
Toralles, Berenice Martins
Cezario, Davi De Souza
Tipo de recurso:
Article of journal
Fecha de publicación:
2018
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/68517
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/68517
http://bdigital.unal.edu.co/69550/
Palabra clave:
62 Ingeniería y operaciones afines / Engineering
bioconcrete
concrete with addition of spores
Bacillus subtilis
crack filling
cracks
biohormigón
hormigón con adición de esporas
Bacilos subtilis
relleno de fisuras
fisuras
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional
Description
Summary:This study aimed to analyze the performance of two concrete mixtures with the addition of B. subtilis spores regarding their capacity of filling cracks during the curing time, evaluating whether the addition can influence the compressive strength of the concrete. For so, six concrete mixtures were studied divided in two mix compositions: 1:1:2 and 1:2:3 (cement: sand: gravel) with w/c of 0.33 and 0.45, respectively. For each composition were added concentrations of 0, 0.3x108 or 1.2x108 of B. subtilis spores/mL. The results showed that all the samples with spores addition presented crystals precipitation, possibly calcium carbonate, that visually filled the cracks. However, more studies of microstructural analysis should be conducted to prove that the cracks were closed. The compressive strength presented satisfactory results, because the addition of 1.2x108 spores/mL did not present significant differences in compressive strength at probability level of 5%, when compared to the reference concrete.