Abstract

Self-healing concrete has been investigated over recent years, with microbially induced calcite precipitation (MICP) is adopted as one of the potential pathways to heal cracks in concrete structure. However, several factors may affect the performance of bacteria based self-healing, e.g. temperature, pH value and moisture content etc. Furthermore, as calcium source may affect bacterial activities, calcium source type is another potential factor. The presented study investigated the possibility of using calcium nitrate as the calcium source for the non-ureolytic bacterium, for application in self-healing concrete. This combination was confirmed to be feasible through microbiology test and it was the first to combine calcium nitrate with non-ureolytic bacteria in the self-healing concrete. Bacterial spores were encapsulated in aerated concrete
granules coated with PVA. Calcium nitrate (5% by mass of cement) and yeast extract (1% by mass of cement) were directly added into cement matrix instead of encapsulating in any carrier which simplified the manufacturing process and had less negative effect on mechanical performance of concrete. Samples were subjected to a wet-dry cycle healing regime after cracking. Precipitated calcite crystals on crack surface were visible under an optical microscope after 1-week of healing. After 28-days of healing, crack size was reduced from approximately 0.4 mm to about 10 µm, whereas reference samples (standard cement mortar) showed no obvious healing and only slight healing was apparent in control samples without bacteria. Scanning Electron Micrography (SEM) and Energy dispersive spectra (EDS) evidenced the presence of calcite precipitated within the crack. Water permeability tests showed an improvement in permeability relative to cracked samples of close to 90% for bacterial samples after 28-days healing, whereas reference samples and control
samples only showed improvements of 23% and 34% respectively.
Original languageEnglish
Publication statusPublished - 4 Jun 2019
Event7th International Conference on Self-Healing Materials - Yokohama, Japan
Duration: 2 Jun 20195 Jun 2019

Conference

Conference7th International Conference on Self-Healing Materials
Abbreviated titleICSHM2019
CountryJapan
CityYokohama
Period2/06/195/06/19

Cite this

Application of calcium nitrate as calcium source on self-healing concrete with non-ureolytic bacteria. / Tan, Linzhen; Reeksting, Bianca; Ferrandiz-Mas, Veronica; Heath, Andrew; Gebhard, Susanne; Paine, Kevin.

2019. Abstract from 7th International Conference on Self-Healing Materials, Yokohama, Japan.

Research output: Contribution to conferenceAbstract

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title = "Application of calcium nitrate as calcium source on self-healing concrete with non-ureolytic bacteria",
abstract = "Self-healing concrete has been investigated over recent years, with microbially induced calcite precipitation (MICP) is adopted as one of the potential pathways to heal cracks in concrete structure. However, several factors may affect the performance of bacteria based self-healing, e.g. temperature, pH value and moisture content etc. Furthermore, as calcium source may affect bacterial activities, calcium source type is another potential factor. The presented study investigated the possibility of using calcium nitrate as the calcium source for the non-ureolytic bacterium, for application in self-healing concrete. This combination was confirmed to be feasible through microbiology test and it was the first to combine calcium nitrate with non-ureolytic bacteria in the self-healing concrete. Bacterial spores were encapsulated in aerated concretegranules coated with PVA. Calcium nitrate (5{\%} by mass of cement) and yeast extract (1{\%} by mass of cement) were directly added into cement matrix instead of encapsulating in any carrier which simplified the manufacturing process and had less negative effect on mechanical performance of concrete. Samples were subjected to a wet-dry cycle healing regime after cracking. Precipitated calcite crystals on crack surface were visible under an optical microscope after 1-week of healing. After 28-days of healing, crack size was reduced from approximately 0.4 mm to about 10 µm, whereas reference samples (standard cement mortar) showed no obvious healing and only slight healing was apparent in control samples without bacteria. Scanning Electron Micrography (SEM) and Energy dispersive spectra (EDS) evidenced the presence of calcite precipitated within the crack. Water permeability tests showed an improvement in permeability relative to cracked samples of close to 90{\%} for bacterial samples after 28-days healing, whereas reference samples and controlsamples only showed improvements of 23{\%} and 34{\%} respectively.",
author = "Linzhen Tan and Bianca Reeksting and Veronica Ferrandiz-Mas and Andrew Heath and Susanne Gebhard and Kevin Paine",
year = "2019",
month = "6",
day = "4",
language = "English",
note = "7th International Conference on Self-Healing Materials, ICSHM2019 ; Conference date: 02-06-2019 Through 05-06-2019",

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TY - CONF

T1 - Application of calcium nitrate as calcium source on self-healing concrete with non-ureolytic bacteria

AU - Tan, Linzhen

AU - Reeksting, Bianca

AU - Ferrandiz-Mas, Veronica

AU - Heath, Andrew

AU - Gebhard, Susanne

AU - Paine, Kevin

PY - 2019/6/4

Y1 - 2019/6/4

N2 - Self-healing concrete has been investigated over recent years, with microbially induced calcite precipitation (MICP) is adopted as one of the potential pathways to heal cracks in concrete structure. However, several factors may affect the performance of bacteria based self-healing, e.g. temperature, pH value and moisture content etc. Furthermore, as calcium source may affect bacterial activities, calcium source type is another potential factor. The presented study investigated the possibility of using calcium nitrate as the calcium source for the non-ureolytic bacterium, for application in self-healing concrete. This combination was confirmed to be feasible through microbiology test and it was the first to combine calcium nitrate with non-ureolytic bacteria in the self-healing concrete. Bacterial spores were encapsulated in aerated concretegranules coated with PVA. Calcium nitrate (5% by mass of cement) and yeast extract (1% by mass of cement) were directly added into cement matrix instead of encapsulating in any carrier which simplified the manufacturing process and had less negative effect on mechanical performance of concrete. Samples were subjected to a wet-dry cycle healing regime after cracking. Precipitated calcite crystals on crack surface were visible under an optical microscope after 1-week of healing. After 28-days of healing, crack size was reduced from approximately 0.4 mm to about 10 µm, whereas reference samples (standard cement mortar) showed no obvious healing and only slight healing was apparent in control samples without bacteria. Scanning Electron Micrography (SEM) and Energy dispersive spectra (EDS) evidenced the presence of calcite precipitated within the crack. Water permeability tests showed an improvement in permeability relative to cracked samples of close to 90% for bacterial samples after 28-days healing, whereas reference samples and controlsamples only showed improvements of 23% and 34% respectively.

AB - Self-healing concrete has been investigated over recent years, with microbially induced calcite precipitation (MICP) is adopted as one of the potential pathways to heal cracks in concrete structure. However, several factors may affect the performance of bacteria based self-healing, e.g. temperature, pH value and moisture content etc. Furthermore, as calcium source may affect bacterial activities, calcium source type is another potential factor. The presented study investigated the possibility of using calcium nitrate as the calcium source for the non-ureolytic bacterium, for application in self-healing concrete. This combination was confirmed to be feasible through microbiology test and it was the first to combine calcium nitrate with non-ureolytic bacteria in the self-healing concrete. Bacterial spores were encapsulated in aerated concretegranules coated with PVA. Calcium nitrate (5% by mass of cement) and yeast extract (1% by mass of cement) were directly added into cement matrix instead of encapsulating in any carrier which simplified the manufacturing process and had less negative effect on mechanical performance of concrete. Samples were subjected to a wet-dry cycle healing regime after cracking. Precipitated calcite crystals on crack surface were visible under an optical microscope after 1-week of healing. After 28-days of healing, crack size was reduced from approximately 0.4 mm to about 10 µm, whereas reference samples (standard cement mortar) showed no obvious healing and only slight healing was apparent in control samples without bacteria. Scanning Electron Micrography (SEM) and Energy dispersive spectra (EDS) evidenced the presence of calcite precipitated within the crack. Water permeability tests showed an improvement in permeability relative to cracked samples of close to 90% for bacterial samples after 28-days healing, whereas reference samples and controlsamples only showed improvements of 23% and 34% respectively.

M3 - Abstract

ER -