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contributor authorZezhu Wang
contributor authorXiao Sun
contributor authorZhenghong Tian
contributor authorHengrui Liu
contributor authorZhaogao Zeng
date accessioned2023-08-16T19:13:03Z
date available2023-08-16T19:13:03Z
date issued2023/05/01
identifier otherJMCEE7.MTENG-14340.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292949
description abstractAlthough basalt fiber (BF) has been used to reinforce cement composite as an eco-friendly material, its effect on basalt fiber–reinforced cement composite (BFRCC) is contradictory. BF was found to be corroded by a pore solution through scanning electron microscopy observation. Owing to the chemical alkali corrosion and physical denudation of the BF in an alkaline environment, the interface bonding between the BF and the cement matrix was weakened, and the toughening effect of the BF could not be fully exerted. Pore structure characterization was examined based on the water uptake kinetics method and image analysis of binary specimen slices. The BF was found to have a detrimental effect on the pore structure because of the inclusion of exogenous bubbles. However, basalt powder (BP) could densify the pore structures of the cementitious materials, especially in the basalt-powder-fiber-reinforced cement composite (BPFRCC), in which it further reduced the corrosion degree of the BF and enhanced the bonding between the BF and cement matrix interfaces. Therefore, BP and BF can synergistically enhance the performance of BPFRCC.
publisherAmerican Society of Civil Engineers
titleDeterioration of Basalt Fiber in Cementitious Material and Mitigation with Basalt Powder
typeJournal Article
journal volume35
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-14340
journal fristpage04023103-1
journal lastpage04023103-18
page18
treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 005
contenttypeFulltext


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