Investigating the Influence of Oil Shale Ash and Basalt Composite Fibres on the Interfacial Transition Zone in Concrete

被引:1
作者
Novakova, Iveta [1 ]
Jhatial, Ashfaque Ahmed [1 ]
Kekez, Sofija [1 ]
Gjerlow, Eirik [1 ]
Gulik, Volodymyr [2 ,3 ]
Kannathasan, Karunamoorthy Rengasamy [4 ]
Vaisnoras, Mindaugas [5 ]
Krasnikovs, Andrejs [4 ]
机构
[1] Arctic Univ Norway, Fac Engn & Technol, Dept Bldg Energy & Mat Technol, Lodve Langesgate 2, N-8514 Narvik, Norway
[2] Univ Tartu, Inst Phys, W Ostwaldi 1, EE-50411 Tartu, Estonia
[3] Inst Safety Problems Nucl Power Plants, 12 Lysogirska St, UA-03028 Kiev, Ukraine
[4] Riga Tech Univ, Dept Theoret Mech & Strength Mat, Kipsalas Lela 6a, LV-1048 Riga, Latvia
[5] Lithuanian Energy Inst, Breslaujos St 3, LT-44403 Kaunas, Lithuania
关键词
interfacial transition zone (ITZ); fibre-paste transition zone; basalt fibres (BFs); oil shale ash (OSA); supplementary cementitious materials (SCMs); microstructure analysis; mechanical properties; MECHANICAL-BEHAVIOR; CEMENT; AGGREGATE; PROPERTY; STRENGTH;
D O I
10.3390/buildings14071952
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The interfacial transition zone (ITZ) is the weakest phase in concrete, characterised by higher porosity and being prone to microcrack formation. Additionally, the ITZ is created when dispersed fibre reinforcement is present. Although fibres improve flexural strength, they can negatively impact other properties. This research investigates the ITZ of fibre-reinforced concrete where macro-basalt fibres (BFs) and oil shale ash (OSA), as an SCM, were used with the aim of modifying the properties of concrete, enhancing the ITZ, and reducing its carbon footprint. Six different concrete mixes with OSA doses between 10% and 30% and a constant BF dose of 8.0 kg per 1 m3 of concrete were prepared and tested. The ITZ was analysed with SEM images and verified through its mechanical properties. The results showed that the presence of OSA improved bonding and densified the microstructure of the paste, especially in the ITZ, resulting in a nearly constant flexural strength at up to a 20% replacement and only a 6.7% decrease in compressive strength while reducing the global warming potential by 19.24 kg CO2 equivalent in the mix with 10% OSA replacement. Higher replacement ratios had a negative impact on the mechanical properties, as the OSA had not reacted entirely and served partly as an inert filler.
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页数:15
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