Crack repairing of high strength engineered cementitious composites using bacteria-free waste medium

High strength engineered cementitious composites (ECC) that fracture under tensile stress present cracks with the width over 100 μm, which may not be easily repaired by autogenous healing. Herein, this study investigated the healing efficiency of high strength ECC after being immersed in bacteria-fr...

Full description

Bibliographic Details
Main Authors: Feng, Jianhang, Chua, Song Xing, Yang, Fan, Qian, Shunzhi
Other Authors: School of Civil and Environmental Engineering
Format: Journal Article
Language:English
Published: 2022
Subjects:
Online Access:https://hdl.handle.net/10356/160669
_version_ 1811690476810534912
author Feng, Jianhang
Chua, Song Xing
Yang, Fan
Qian, Shunzhi
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Feng, Jianhang
Chua, Song Xing
Yang, Fan
Qian, Shunzhi
author_sort Feng, Jianhang
collection NTU
description High strength engineered cementitious composites (ECC) that fracture under tensile stress present cracks with the width over 100 μm, which may not be easily repaired by autogenous healing. Herein, this study investigated the healing efficiency of high strength ECC after being immersed in bacteria-free medium which is waste medium during spore cultivation. During incubation of bacteria, concentration of carbonate ions in the medium could rise to 0.30 mol/L approximately. These carbonate ions can be leveraged in calcium carbonate precipitation process for crack healing, which contributed to greater reduction of crack width of ECC specimens in waste medium than that in water. The superior crack closure led to the recovery of water tightness by lowering down the water absorption of cracked specimens and the restoration of tensile properties including both tensile strength and ultimate strain even after final failure of specimens. Therefore, it can be concluded that bacteria-free waste medium is promising to promote healing of concrete cracks.
first_indexed 2024-10-01T06:04:36Z
format Journal Article
id ntu-10356/160669
institution Nanyang Technological University
language English
last_indexed 2024-10-01T06:04:36Z
publishDate 2022
record_format dspace
spelling ntu-10356/1606692022-07-29T07:33:37Z Crack repairing of high strength engineered cementitious composites using bacteria-free waste medium Feng, Jianhang Chua, Song Xing Yang, Fan Qian, Shunzhi School of Civil and Environmental Engineering Engineering::Civil engineering Cracks Repair High strength engineered cementitious composites (ECC) that fracture under tensile stress present cracks with the width over 100 μm, which may not be easily repaired by autogenous healing. Herein, this study investigated the healing efficiency of high strength ECC after being immersed in bacteria-free medium which is waste medium during spore cultivation. During incubation of bacteria, concentration of carbonate ions in the medium could rise to 0.30 mol/L approximately. These carbonate ions can be leveraged in calcium carbonate precipitation process for crack healing, which contributed to greater reduction of crack width of ECC specimens in waste medium than that in water. The superior crack closure led to the recovery of water tightness by lowering down the water absorption of cracked specimens and the restoration of tensile properties including both tensile strength and ultimate strain even after final failure of specimens. Therefore, it can be concluded that bacteria-free waste medium is promising to promote healing of concrete cracks. Ministry of Education (MOE) Nanyang Technological University The first author would like to appreciate the support of NTU PhD scholarship. The authors would like to acknowledge the financial support from the Ministry of Education - Singapore Academic Research Funding Tier 1 (RG71/20). 2022-07-29T07:33:37Z 2022-07-29T07:33:37Z 2021 Journal Article Feng, J., Chua, S. X., Yang, F. & Qian, S. (2021). Crack repairing of high strength engineered cementitious composites using bacteria-free waste medium. Cement and Concrete Composites, 123, 104203-. https://dx.doi.org/10.1016/j.cemconcomp.2021.104203 0958-9465 https://hdl.handle.net/10356/160669 10.1016/j.cemconcomp.2021.104203 2-s2.0-85111658710 123 104203 en RG71/20 Cement and Concrete Composites © 2021 Elsevier Ltd. All rights reserved.
spellingShingle Engineering::Civil engineering
Cracks
Repair
Feng, Jianhang
Chua, Song Xing
Yang, Fan
Qian, Shunzhi
Crack repairing of high strength engineered cementitious composites using bacteria-free waste medium
title Crack repairing of high strength engineered cementitious composites using bacteria-free waste medium
title_full Crack repairing of high strength engineered cementitious composites using bacteria-free waste medium
title_fullStr Crack repairing of high strength engineered cementitious composites using bacteria-free waste medium
title_full_unstemmed Crack repairing of high strength engineered cementitious composites using bacteria-free waste medium
title_short Crack repairing of high strength engineered cementitious composites using bacteria-free waste medium
title_sort crack repairing of high strength engineered cementitious composites using bacteria free waste medium
topic Engineering::Civil engineering
Cracks
Repair
url https://hdl.handle.net/10356/160669
work_keys_str_mv AT fengjianhang crackrepairingofhighstrengthengineeredcementitiouscompositesusingbacteriafreewastemedium
AT chuasongxing crackrepairingofhighstrengthengineeredcementitiouscompositesusingbacteriafreewastemedium
AT yangfan crackrepairingofhighstrengthengineeredcementitiouscompositesusingbacteriafreewastemedium
AT qianshunzhi crackrepairingofhighstrengthengineeredcementitiouscompositesusingbacteriafreewastemedium