Low-permeability Fiber-reinforcement Concrete of Composite Binder
The subject of this work is the low permeable concrete which is produced by a novel composite binder. The binder is produced through joint grinding of the Portland cement, fly ash, and limestone together with superplasticizer using a vario-planetary mill. Grinding of active mineral supplements allow...
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Published in | IOP conference series. Materials Science and Engineering Vol. 463; no. 2; pp. 22058 - 22063 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Bristol
IOP Publishing
31.12.2018
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Subjects | |
Online Access | Get full text |
ISSN | 1757-8981 1757-899X 1757-899X |
DOI | 10.1088/1757-899X/463/2/022058 |
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Abstract | The subject of this work is the low permeable concrete which is produced by a novel composite binder. The binder is produced through joint grinding of the Portland cement, fly ash, and limestone together with superplasticizer using a vario-planetary mill. Grinding of active mineral supplements allows crystallization of ash particles as a result of the binding of Ca(OH)2 during hardening alite, which intensifies the clinker minerals hydration process; the presence of fine grains limestone also leads to the hydrocarboaluminates calcium formation. The highest strength has been measured when 45 wt.% of Portland cement is replaced with industrial waste. This higher strength of milled Portland cement is due to the increased formation of "needle-like" and "stem-like" crystals. In general, the reduction in capillary porosity of compositions modified by the technogenic waste more than 2 times should be noted for all specimens compared with reference specimen. |
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AbstractList | The subject of this work is the low permeable concrete which is produced by a novel composite binder. The binder is produced through joint grinding of the Portland cement, fly ash, and limestone together with superplasticizer using a vario-planetary mill. Grinding of active mineral supplements allows crystallization of ash particles as a result of the binding of Ca(OH)2 during hardening alite, which intensifies the clinker minerals hydration process; the presence of fine grains limestone also leads to the hydrocarboaluminates calcium formation. The highest strength has been measured when 45 wt.% of Portland cement is replaced with industrial waste. This higher strength of milled Portland cement is due to the increased formation of "needle-like" and "stem-like" crystals. In general, the reduction in capillary porosity of compositions modified by the technogenic waste more than 2 times should be noted for all specimens compared with reference specimen. |
Author | Mochalov, A Timokhin, R Fediuk, R |
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Cites_doi | 10.1016/j.conbuildmat.2015.03.103 10.1016/j.conbuildmat.2015.03.117 10.1134/S0020168515020089 10.5862/MCE.54.7 10.1016/S0008-8846(00)00292-1 10.1615/SpecialTopicsRevPorousMedia.v9.i1.100 10.1155/2017/2316347 10.5862/MCE.62.1 10.1007/s13369-017-2685-x 10.1016/j.jclepro.2015.07.033 10.18454/IRJ.2016.43.039 10.1016/j.cemconres.2011.05.006 |
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References | Fediuk R S (11) 2015; 93 12 Ibragimov R (7) 2016; 69 Zagorodnjuk L H (8) 2016; 8 14 15 16 17 Fediuk R S (5) 2016; 116 18 Fediuk R S (6) 2016; 116 1 2 3 Bekker A (20) 2015 Fediuk R S (4) 2016; 125 Fediuk R (13) 2017; 221 Suleymanova L A (19) 2015; 10 9 10 21 |
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SubjectTerms | Cement Clinker Crystallization Fiber reinforcement Fly ash Grinding mills Industrial wastes Limestone Planetary mills Portland cements Slaked lime Superplasticizers |
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Title | Low-permeability Fiber-reinforcement Concrete of Composite Binder |
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