Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/229101
Title: Crystalline Admixtures for Autonomous Healing in Concrete: The Past, Present and Future
Authors: Kong, Kian Hau 
Chao Qun, Lye 
Keywords: Autonomous healing
Self-healing
Cracks
Crystalline Admixtures
Sustainability
Issue Date: 23-Jun-2022
Citation: Kong, Kian Hau, Chao Qun, Lye (2022-06-23). Crystalline Admixtures for Autonomous Healing in Concrete: The Past, Present and Future. International Conference on Structures, Material and Construction 27 (Springer Lecture Notes in Civil Engineering). ScholarBank@NUS Repository.
Abstract: The development of chemical admixtures for concrete used marked a significant milestone in construction industry, and they have now become an essential component in modern concrete, due to the capability of designing desirable fresh and hardened properties. The effects on the latter, particularly durability, is important as it allows longer structural service life and hence lower associated environmental impact. However, concrete is prone to crack formation which threatens its durability. One way of dealing with this issue is to impart autonomous healing ability in concrete through the use of crystalline admixtures for repairing or sealing microcracks fully by the concrete itself. This paper provides a comprehensive overview on the past and current research on the autonomous healing in concrete using crystalline admixtures, studying the types, mechanism, performance and technology involved. The research gap and potential limitations are discussed to support future development in this area.
Source Title: International Conference on Structures, Material and Construction
URI: https://scholarbank.nus.edu.sg/handle/10635/229101
ISBN: 978-981-19-4039-2
Appears in Collections:Staff Publications
Elements

Show full item record
Files in This Item:
File Description SizeFormatAccess SettingsVersion 
Kong and Lye (2021) ICSMC - Waknaghat, India (18.10.20).pdfPublished version793.7 kBAdobe PDF

CLOSED

Post-print

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.