Use of carbon nano tube (CNT)/ graphene oxide (GO) modified hydrogels with bacteria encapsulated for self-healing concrete
Concrete is widely used in many structures. The research on self-healing concrete has been around for many years. Its aim is to automatically repair cracks that arise in most concrete structures as a result of shrinkage, tensile forces, and other factors. However, there has yet to be an optimal self...
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sg-ntu-dr.10356-1508872021-06-06T09:25:29Z Use of carbon nano tube (CNT)/ graphene oxide (GO) modified hydrogels with bacteria encapsulated for self-healing concrete Radhiah Elyssa Rohaizat Qian Shunzhi School of Civil and Environmental Engineering SZQian@ntu.edu.sg Engineering::Civil engineering::Construction technology Concrete is widely used in many structures. The research on self-healing concrete has been around for many years. Its aim is to automatically repair cracks that arise in most concrete structures as a result of shrinkage, tensile forces, and other factors. However, there has yet to be an optimal self-healing technique that can be implemented and used widely in real life applications. This report aims to review the development of bacteria-based self-healing concrete and, introduce the use of nano materials to achieve optimal self-healing property. Two types of nano materials are used and examined to compare their self-healing efficiency. On top of that, two types of healing conditions are evaluated and compared to determine the best and most promising healing condition that can be applied in real engineering applications. Bachelor of Engineering (Civil) 2021-06-05T05:09:57Z 2021-06-05T05:09:57Z 2021 Final Year Project (FYP) Radhiah Elyssa Rohaizat (2021). Use of carbon nano tube (CNT)/ graphene oxide (GO) modified hydrogels with bacteria encapsulated for self-healing concrete. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/150887 https://hdl.handle.net/10356/150887 en ST-36AB application/pdf Nanyang Technological University |
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Engineering::Civil engineering::Construction technology Radhiah Elyssa Rohaizat Use of carbon nano tube (CNT)/ graphene oxide (GO) modified hydrogels with bacteria encapsulated for self-healing concrete |
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Concrete is widely used in many structures. The research on self-healing concrete has been around for many years. Its aim is to automatically repair cracks that arise in most concrete structures as a result of shrinkage, tensile forces, and other factors. However, there has yet to be an optimal self-healing technique that can be implemented and used widely in real life applications. This report aims to review the development of bacteria-based self-healing concrete and, introduce the use of nano materials to achieve optimal self-healing property. Two types of nano materials are used and examined to compare their self-healing efficiency. On top of that, two types of healing conditions are evaluated and compared to determine the best and most promising healing condition that can be applied in real engineering applications. |
author2 |
Qian Shunzhi |
author_facet |
Qian Shunzhi Radhiah Elyssa Rohaizat |
format |
Final Year Project |
author |
Radhiah Elyssa Rohaizat |
author_sort |
Radhiah Elyssa Rohaizat |
title |
Use of carbon nano tube (CNT)/ graphene oxide (GO) modified hydrogels with bacteria encapsulated for self-healing concrete |
title_short |
Use of carbon nano tube (CNT)/ graphene oxide (GO) modified hydrogels with bacteria encapsulated for self-healing concrete |
title_full |
Use of carbon nano tube (CNT)/ graphene oxide (GO) modified hydrogels with bacteria encapsulated for self-healing concrete |
title_fullStr |
Use of carbon nano tube (CNT)/ graphene oxide (GO) modified hydrogels with bacteria encapsulated for self-healing concrete |
title_full_unstemmed |
Use of carbon nano tube (CNT)/ graphene oxide (GO) modified hydrogels with bacteria encapsulated for self-healing concrete |
title_sort |
use of carbon nano tube (cnt)/ graphene oxide (go) modified hydrogels with bacteria encapsulated for self-healing concrete |
publisher |
Nanyang Technological University |
publishDate |
2021 |
url |
https://hdl.handle.net/10356/150887 |
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1702431252223623168 |