Study of water consumption of dolomite aggregates for concrete under conditions of dry hot climate
https://doi.org/10.22227/2305-5502.2024.2.149-165
Abstract
Introduction. The basic properties of carbonate aggregates, which are widely used in the manufacture of concrete mixtures working in conditions of elevated temperatures and reduced relative humidity, are considered. Concretes with carbonate aggregates have increased water demand, which is associated with their high water absorption, porous surface and different specific surface area. The methodology for determining the water demand of aggregate by ultrasonic and accelerated methods, which are performed on the same workability mixtures, is given. The obtained results are important indicators and in the future will be taken into account in the calculation of concrete mixture.
Materials and methods. Portland cement CEM I 52.5H “HeidelbergCement” in accordance with GOST 31108–2020; dolomite crushed gravel (5–10 mm); and standard monofractional sand in accordance with GOST 6139–2020 were used in the study. The chemical analysis of Portland cement and dolomite aggregate was investigated on the Bruker S4 Pioneer and Bruker S8 Tiger X-ray analyzers. The mineralogical composition of Portland cement was determined on a Bruker D2 laser diffractometer. The water demand of dolomite coarse aggregate was determined by an ultrasonic method developed at the National Research University of Moscow State University of Civil Engineering. Also, the determination of water demand of fine aggregate was carried out by the accelerated method on the same workability mixtures with a diameter of cement paste mixing equal to 170 mm. Determining the average density in a lump in the cement paste of carbonate crushed stone (5–10 mm) was determined in accordance with GOST 9758–2012.
Results. Carbonate aggregates are characterized by increased water absorption compared to other aggregates. It was found that the water demand of dolomite aggregate is 5.4 %, and the water absorption and content of dust and clay particles are within 2.6 and 2.95 %, respectively. It was found that the average density of dolomite crushed gravel grains determined in the cement paste was 2.5 g/cm3.
Conclusions. In conditions of high temperatures and low relative humidity, the use of dolomite aggregates is especially relevant. However, concrete mixtures with carbonate aggregates have increased water demand due to high water absorption, porous surfaces, and different specific surface areas of the aggregates.
About the Authors
S. V. SamchenkoRussian Federation
Svetlana V. Samchenko — Doctor of Technical Sciences, Professor of the Department of Building Materials and Products
26 Yaroslavskoe shosse, Moscow, 129337
O. A. Larsen
Russian Federation
Oksana A. Larsen — Candidate of Technical Sciences, Associate Professor of the Department of Building Materials and Products
26 Yaroslavskoe shosse, Moscow, 129337
Dheyaa Abdulkadhim Naser Alobaidi
Russian Federation
Dheyaa Abdulkadhim Naser Alobaidi — postgraduate student
26 Yaroslavskoe shosse, Moscow, 129337
References
1. Samchenko S.V., Larsen O.A., Alobaidi D.A.N., Naruts V.V., Bahrah A.M., Solodov A.A. Concretes based on carbonate raw materials for the dry hot climate. Industrial and Civil Engineering. 2022; 9:74-79. DOI: 10.33622/0869-7019.2022.09.74-79. EDN JZTOJO. (rus.).
2. Samchenko S.V., Larsen O.A., Kozlova I.V., Alpackiy D.G., Alobaidi D.A.N. Concrete modification for hot weather using crushed dolomite stone. Buildings. 2023; 13(10):2462. DOI: 10.3390/buildings13102462
3. Soroka I., Ravina D. Hot weather concreting with admixtures. Cement and Concrete Composites. 1998; 20(2-3):129-136. DOI: 10.1016/S0958-9465(98)80005-X
4. Alimov L.A., Voronin V.V., Larsen O.A. Assessment of the influence of concrete components on the formation of its structure and properties. Technique and Technology of Silicates. 2020; 27(1):20-24. EDN KYFYIL. (rus.).
5. Larsen O.A., Voronin V.V., Samchenko S.V. Criteria for estimation the structural and technological characteristics of concrete. Technique and Technology of Silicates. 2023; 30(2):129-143. EDN QXSDZK. (rus.).
6. Mailyan R.L. Concrete on carbonate aggregates. Rostov on Don, Publishing House of Rostov. Un., 1967; 272. (rus.).
7. Obraztsov I.V., Belov V.V. A software-computational method for selecting the grain composition of a filler. II International seminar-competition of young scientists and graduate students working in the field of binders, concrete and dry mixes : collection of reports. 2011; 88-91. (rus.).
8. Khozin V.G., Khokhryakov O.V., Sibgatullin I.R., Gizzatullin A.R., Kharchenko I.Ya. Carbonate cements of low water demand — a green alternative to the cement industry in Russia. Construction Materials. 2014; 5:76-82. EDN SCZHZH. (rus.).
9. Sernas O., Vorobjovas V., Sneideraitienė L., Vaitkus A. Evaluation of asphalt mix with dolomite aggregates for wearing layer. Transportation Research Procedia. 2016; 14:732-737. DOI: 10.1016/j.trpro.2016.05.340
10. Thorpe D., Zhuge Y. Advantages and disadvantages in using permeable concrete as a pavement construction material. Proceedings of 26th annual ARCOM conference. 2010; 1341-1350.
11. Cohen E., Peled A., Bar-Nes G. Dolomite-based quarry-dust as a substitute for fly-ash geopolymers and cement pastes. Journal of Cleaner Production. 2019; 235(3). DOI: 10.1016/j.jclepro.2019.06.261
12. Balakrishnan S.D., Paulose K.C. Workability and strength characteristics of self-compacting concrete containing fly ash and dolomite powder. AJER. 2013; 24:43-47.
13. Isa N.F., Muhammad K., Yahya N., Ahmad M.M., Manaf A., Hisyam M.B. et al. Dolomite quarry waste as sand replacement in sand brick. Materials Science Forum. 2016; 857(5):319-322.
14. Selvan David A., Suntar Raajan V.C. An experimental study on autoclaved aerated concrete by replacing fine aggregate with dolomite. Icon (Integrating Concepts). 2016; 1(1):10.
15. Abdel-Hay A.S. Properties of recycled concrete aggregate under different curing conditions. HBRC Journal. 2017; 13(3):271-276. DOI: 10.1016/j.hbrcj.2015.07.001
16. Korjakins A., Gaidukovs S., Sahmenko G., Bajare D., Pizele D. Investigation of alternative dolomite filler properties and their application in concrete production. Scientific Journal of Riga Technical University. Construction Science. 2008; 2(9):64-71.
17. Alimov L.A. Investigation of the influence of structural characteristics on the basic physical and mechanical properties of concrete : abstract of the dissertation … candidate of technical sciences. Moscow, 1970; 12. (rus.).
18. Netinger I., Miličević I., Guljas I. The effect of high temperatures on the mechanical properties of concrete made with different types of aggregates. Fire Safety Journal. 2011; 46(7):425-430. DOI: 10.1016/j.firesaf.2011.07.002
19. Donza H., Cabrera O., Irassar E.F. High-strength concrete with different fine aggregate. Cement and Concrete Research. 2002; 32(11):1755-1761. DOI: 10.1016/S0008-8846(02)00860-8
20. Bazhenov Yu.M., Gorchakov G.I., Alimov L.A., Voronin V.V. Obtaining concretes of specified properties. Moscow, Stroyizdat, 1978; 53. (rus.).
Review
For citations:
Samchenko S.V., Larsen O.A., Alobaidi D. Study of water consumption of dolomite aggregates for concrete under conditions of dry hot climate. Construction: Science and Education. 2024;14(2):149-165. (In Russ.) https://doi.org/10.22227/2305-5502.2024.2.149-165