Prescription and technological efficiency of sedimentary rocks of various composition and genesis in cement systems
Автор: Balykov A.S., Nizina T.A., Kyashkin V.M., Volodin S.V.
Журнал: Nanotechnologies in Construction: A Scientific Internet-Journal @nanobuild-en
Рубрика: The results of the specialists’ and scientists’ researches
Статья в выпуске: 1 Vol.14, 2022 года.
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Introduction. Active mineral additives that allow controlling the structure formation processes and properties of cement systems are important components of modern modified concretes. Among the numerous types of modifiers for cement composites, the most effective ones include siliceous and aluminosilicate additives containing a significant amount of nanoscale particles, in particular, nanoparticles of silicon dioxides, clays, aluminum oxides and iron oxides. At the same time, common sedimentary rocks, such as diatomites, trepels, opokas, polymineral clays, etc., along with industrial wastes (silica fumes, fly ashes, metallurgical slags) can be promising raw materials for obtaining such modifiers. The purpose of this study was to establish the influence regularities of mineral additives based on sedimentary rocks of various composition and genesis on the technological and physico-mechanical properties of cement systems with the identification of the most effective modifiers. Methods and materials. Siliceous rocks (diatomite and opoka), calcined polymineral clays and carbonate rocks (dolomite and chalk) from several deposits of the Republic of Mordovia were used as mineral additives. The study of the chemical and mineralogical composition of sedimentary rocks was carried out using X-ray spectral fluorescence spectrometry and X-ray powder diffraction methods. In addition to the chemical and mineralogical composition, at the initial stage of the study, the specific surface area of mineral additives and Portland cement was determined on the PSX-12 dispersion analysis device using the Kozeny-Carman method. Prescription and technological efficiency of the applied mineral modifiers was evaluated by their effect on water demand, water-holding capacity, flowability of cement paste and mixed cement binder activity. The physical and mechanical characteristics of cement systems were determined using standardized and well-known authorial methods. Results and discussion. There were established correlation dependences between indicators of water demand, water-holding capacity, flowability of cement systems and specific surface of mineral additives used. In addition, relationship between the activity index of the studied modifiers and the content of silicon dioxide in their composition was revealed. Conclusions. According to the totality of the conducted studies, diatomite, opoka and calcined polymineral clay were identified as the most promising types of mineral additives. The increased effectiveness of these modifiers in cement systems is due to the peculiarities of their chemical and mineralogical composition, in particular, the presence of active silica-containing components (reactive minerals with an amorphized structure) such as opal-cristobalite-tridymite phase in diatomite and opoka as well as products of partial thermal destruction (dehydroxylation) of minerals of kaolinite and illite groups in the calcined polymineral clay.
Cement system, nanomodifier, mineral additive, sedimentary rock, nanoparticle, chemical and mineralogical composition, physical and mechanical properties, prescription and technological efficiency
Короткий адрес: https://sciup.org/142231181
IDR: 142231181 | DOI: 10.15828/2075-8545-2022-14-1-53-61
Список литературы Prescription and technological efficiency of sedimentary rocks of various composition and genesis in cement systems
- Chernishov E.M., Artamonova O.V., Slavcheva G.S. Nanomodification of cement-based composites in the technological life cycle. Nanotechnologies in Construction. 2020; 12 (3): 130–139. https://doi.org/10.15828/2075-8545-2020-12-3-130-139.
- Inozemtsev A.S., Korolev E.V. Comparative analysis of influence of nanomodification and micro-dispersed reinforcement on the process and parameters of destruction of high-strength lightweight concrete. Construction Materials. 2017; 7: 11–15.
- Figovsky O.L., Beilin D.A. Ponomarev A.N. Successful implementation of nanotechnologies in building materials. Nanotechnologies in Construction. 2012; 3: 6–21.
- Nizina T.A., Balykov A.S., Korovkin D.I., Volodin V.V. Physical and mechanical properties of modified finegrained fibre-reinforced concretes containing carbon nanostructures. International Journal of Nanotechnology. 2019; 16: 496–509. https://doi.org/10.1504/IJNT.2019.106621.
- Ghafari E., Costa H., Júlio E., Portugal A., Durães L. The effect of nanosilica addition on flowability, strength and transport properties of ultra high performance concrete. Materials and Design. 2014; 59: 1–9. https://doi.org/10.1016/j.matdes.2014.02.051.
- Jacob J.D.S., Mascelani A.G., Steinmetz R.L.R., Costa F.A.D., Dalla Costa O.A. Use of silica fume and nanosilica in mortars attacked by acids present in pig manure. Procedia Structural Integrity. 2018; 11: 44–51. https://doi.org/10.1016/j.prostr.2018.11.007.
- Bazhenov Yu.M., Falikman V.R., Bulgakov B.I. Nanomaterials and Nanotechnologies in the Present-day Concrete Technology. Proceedings of Moscow State University of Civil Engineering. 2012; 12: 125–133.
- Falikman V.R., Sobolev K.G. «There’s plenty of room at the bottom», or how nanotechnologies can change the world of concrete. Part 1. Nanotechnologies in Construction. 2010; 2 (6): 17–31.
- Rassokhin A.S., Ponomarev A.N., Figovsky O.L. Silica fumes of different types for high-performance fine-grained concrete. Magazine of Civil Engineering. 2018; 78: 151–160. https://doi.org/10.18720/MCE.78.12.
- Chand G., Happy S.K., Ram S. Assessment of the properties of sustainable concrete produced from quaternary blend of portland cement, glass powder, metakaolin and silica fume. Cleaner Engineering and Technology. 2021; 4: 100179. https://doi.org/10.1016/j.clet.2021.100179.
- Kocak Y. Effects of metakaolin on the hydration development of Portland–composite cement. Journal of Building Engineering. 2020; 31: 101419. https://doi.org/10.1016/j.jobe.2020.101419.
- Mohammed A.M., Asaad D.S., Al-Hadithi A.I. Experimental and statistical evaluation of rheological properties of self-compacting concrete containing fly ash and ground granulated blast furnace slag. Journal of King Saud University – Engineering Sciences. 2021. https://doi.org/10.1016/j.jksues.2020.12.005.
- Nedunuri S.S.S.A., Sertse S.G., Muhammad S. Microstructural study of Portland cement partially replaced with fly ash, ground granulated blast furnace slag and silica fume as determined by pozzolanic activity. Construction and Building Materials. 2020; 238: 117561. https://doi.org/10.1016/j.conbuildmat.2019.117561.
- Nizina T.A., Selyaev V.P., Balykov A.S., Volodin V.V., Korovkin D.I. Optimization of compositions of multicomponent fine-grained fiber concretes modified at different scale levels. Nanotechnologies in Construction. 2017; 9 (2): 43–65. https://doi.org/10.15828/2075-8545-2017-9-2-43-65.
- Nizina T.A., Balykov A.S., Korovkin D.I., Volodin V.V. Modified fine-grained concretes based on highly filled self-compacting mixtures. IOP Conference Series: Materials Science and Engineering. 2019; 481: 012048. https://doi.org/10.1088/1757-899X/481/1/012048.
- Mota dos Santos A.A., Cordeiro G.C. Investigation of particle characteristics and enhancing the pozzolanic activity of diatomite by grinding. Materials Chemistry and Physics. 2021; 270: 124799. https://doi.org/10.1016/j.matchemphys.2021.124799.
- Taoukil D., El meski Y., Lahlaouti M.L., Djedjig R., El bouardi A. Effect of the use of diatomite as partial replacement of sand on thermal and mechanical properties of mortars. Journal of Building Engineering. 2021; 42: 103038. https://doi.org/10.1016/j.jobe.2021.103038.
- Ahmadi Z., Esmaeili J., Kasaei J., Hajialioghli R. Properties of sustainable cement mortars containing high volume of raw diatomite. Sustainable Materials and Technologies. 2018; 16: 47–53. https://doi.org/10.1016/j.susmat.2018.05.001.
- Sabir B.B., Wild S., Bai J. Metakaolin and calcined clays as pozzolans for concrete: a review. Cement and Concrete Composites. 2001; 23 (6): 441–454. https://doi.org/10.1016/S0958-9465(00)00092-5.
- Gaifullin A.R., Rakhimov R.Z., Rakhimova N.R. The influence of clay additives in Portland cement on the compressive strength of the cement stone. Magazine of Civil Engineering. 2015; 59: 66–73. https://doi.org/10.5862/MCE.59.7.
- Balykov A.S., Nizina T.A., Volodin V.V., Kyashkin V.M. Effects of Calcination Temperature and Time on the Physical-Chemical Efficiency of Thermally Activated Clays in Cement Systems. Materials Science Forum. 2021; 1017: 61–70. https://doi.org/10.4028/www.scientific.net/MSF.1017.61.
- Celik K., Hay R., Hargis C.W., Moon J. Effect of volcanic ash pozzolan or limestone replacement on hydration of Portland cement. Construction and Building Materials. 2019; 197: 803–812. https://doi.org/10.1016/j.conbuildmat.2018.11.193.
- Lin R.-S., Wang X.-Y., Yi-Han. Effects of cement types and addition of quartz and limestone on the normal and carbonation curing of cement paste. Construction and Building Materials. 2021; 305: 124799. https://doi.org/10.1016/j.conbuildmat.2021.124799.
- Lollini F., Redaelli E., Bertolini L. Effects of portland cement replacement with limestone on the properties of hardened concrete. Cement and Concrete Composites. 2014; 46: 32–40. https://doi.org/10.1016/j.cemconcomp.2013.10.016.