Influence of cellulose fiber addition on self-healing and water permeability of concrete

被引:60
作者
Singh, Harshbab [1 ]
Gupta, Rishi [2 ]
机构
[1] Univ Victoria, Dept Civil Engn, 3800 Finnerty Rd, Victoria, BC V8P 5C2, Canada
[2] Univ Victoria, Dept Civil Engn, Engn & Comp Sci ECS, 314,3800 Finnerty Rd, Victoria, BC V8P 5C2, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Self-healing; Cellulose fibers; Ultrasonic pulse velocity; Water permeability; Cracks; PLASTIC SHRINKAGE CRACKING; CRYSTALLINE ADMIXTURES; CAPABILITY; LIMESTONE; CEMENT;
D O I
10.1016/j.cscm.2019.e00324
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Crack formation under tensile forces is a major weakness of concrete. Cracks make concrete vulnerable to extreme environment due to ingress of water and harmful compounds from surrounding environment. Even though concrete is susceptible to cracking it has ability to seal its cracks by itself to some extent due to autogenous self-healing. So far only few studies have been done on autogenous healing of fiber reinforced concrete. So, this study aims to evaluate the self-healing potential and water permeability of cellulose fiber reinforced concrete (CeFRC). The two types of composites; control and cellulose fiber reinforced concrete have been investigated. Compressive strength and flexural tests were performed to measure the mechanical properties of the composites, water permeability test was used to evaluate the coefficient of permeability and the self-healing performance was investigated by using ultrasonic pulse velocity (UPV) and a patented self-healing test. The results indicate that the water permeability coefficient decreased by 42 % whereas the healing ratio increased at a higher rate for the initial days of healing when cellulose fibers were added in the mix. CeFRC also results in a 7.8 % increase in the flexural strength and demonstrate a higher self-healing ratio based on the UPV test. (C) 2019 The Authors. Published by Elsevier Ltd.
引用
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页数:15
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