Eco-Friendly Sustainable Concrete and Mortar Using Coal Dust Waste

被引:4
|
作者
Shcherban, Evgenii M. [1 ]
Stel'makh, Sergey A. [2 ]
Beskopylny, Alexey N. [3 ]
Mailyan, Levon R. [2 ]
Meskhi, Besarion [4 ]
Elshaeva, Diana [2 ]
Chernil'nik, Andrei [2 ]
Mailyan, Alexander L. [5 ]
Ananova, Oxana [6 ]
机构
[1] Don State Tech Univ, Dept Engn Geol Bases & Fdn, Rostov Na Donu 344003, Russia
[2] Don State Tech Univ, Dept Unique Bldg & Construct Engn, Rostov Na Donu 344003, Russia
[3] Don State Tech Univ, Fac Rd & Transport Syst, Dept Transport Syst, Rostov Na Donu 344003, Russia
[4] Don State Tech Univ, Fac Life Safety & Environm Engn, Dept Life Safety & Environm Protect, Rostov Na Donu 344003, Russia
[5] Don State Tech Univ, Dept Urban Construct & Econ, Rostov Na Donu 344003, Russia
[6] Don State Tech Univ, Fac Innovat Business & Management, Dept Mkt & Engn Econ, Rostov Na Donu 344003, Russia
关键词
coal dust; concrete; mortar; compressive strength; bending strength; water absorption; ARC-FURNACE DUST;
D O I
10.3390/ma16196604
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Finding the solution to the problem of the accumulating waste from the mining and processing industries, as well as reducing their carbon footprint, is among the most important tasks today. Within the construction industry, in the field of the production of building materials such as concrete, these problems may be solved through the use of waste and by saving the binder component. The purpose of this study is to substantiate the feasibility of using waste coal dust (CD) in concrete and cement-sand mortars as a partial replacement for cement. Test samples were made by partially replacing cement with CD in an amount from 0% to 10% in increments of 2% by weight. The following main characteristics were studied: mobility and density of mixtures, as well as density, compressive strength, bending strength and water absorption of concrete and mortars. X-ray diffraction and microscopic analysis methods were used in this work. The introduction of CD to replace part of the cement, up to 10%, did not have a significant effect on the density of concrete and mortar mixtures but reduced their workability. The best values of physical and mechanical characteristics were recorded for concrete and mortar with 4% CD. The increases in the compressive strength of concrete and mortars were 6.6% and 5.7%, and in flexural strength 6.1% and 5.6%, respectively. Water absorption decreased by 9.7% for concrete and by 9.3% for mortar.
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页数:23
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