Właściwości reologiczne i wytrzymałość mechaniczna zapraw samozagęszczalnych wytwarzanych z proszku marmurowego i kalcynowanej gliny

• Autorzy: Laidi Messaouda , Bouziani Tayeb

Identyfikatory

DOI

10.32047/CWB.2023.28.3.3

Warianty tytułu

EN

Rheological properties and mechanical strength of self-compacting mortars produced with marble powder and calcined clay

• Języki publikacji: PL EN

Abstrakty

PL

Zastosowanie glin kalcynowanych, łączonych w trójskładnikowe mieszanki z wypełniaczem wapiennym i cementem cieszy się w ostatnich latach dużym zainteresowaniem. W artykule omówiono wyniki badań reologicznych i wytrzymałości na ściskanie trzech rodzajów glin kalcynowanych w połączeniu z proszkiem marmurowym i cementem, stosowanych jako trójskładnikowe spoiwo w zaprawach samozagęszczalnych. W celu ustalenia różnych kombinacji spoiw zastosowano metodę projektowania mieszanki siatkowo-sympleksową, z pięcioma poziomami. Odpowiedzi układu oceniano pod względem właściwości reologicznych i wytrzymałości na ściskanie. Badania przeprowadzone na trójskładnikowych mieszankach zapraw samozagęszczalnych to średnica rozpływu mieszanki, czas wypłynięcia mieszanki z V-lejka, wartość plastyczności, lepkość oraz wytrzymałość na ściskanie po 28, 90 i 365 dniach. Stwierdzono, że zastąpienie cementu przez kalcynowane gliny oraz pył marmurowy w mieszankach trójskładnikowych spowodowało zmniejszenie zdolności płynięcia poprzez zmniejszenie rozpływu mieszanki i wydłużenie czasu wypłynięcia mieszanki z V-lejka. Jednak łączne działanie pyłu marmurowego oraz prażonych glin jest bardziej odpowiednie do wytworzenia płynnych mieszanek zapraw przy zachowaniu odpowiedniej lepkości. W zakresie wytrzymałości na ściskanie stwierdzono progresywnie rosnący trend dla 28-dniowej wytrzymałości na ściskanie wraz ze zwiększeniem udziału pyłu marmurowego oraz prażonych glin.

EN

The use of calcined clays [CC], combined in ternary blended with the limestone filler and cement has received considerable attention in recent years. This paper discusses the results on the rheological and compressive strength of three types of calcined clays in combination with marble powder and cement, used as ternary binder in self-compacting mortars. A simplex-lattice mixture design approach was used, with five levels, to establish the different binder combinations. The responses of the system were evaluated in terms of rheological properties and compressive strength. The tests conducted on SCM ternary mixes are slump flow diameter, v-funnel flow time, yield value, viscosity and compressive strength at 28, 90 and 365 days. It was concluded that the replacement of cement with calcined clays and marble powder in ternary mixes reduced the flowability by decreasing slump flow and increasing v-funnel time. However, the combined effect of marble powder and calcined clays is more appropriate to produce flowable SCM mixes while maintaining an adequate viscosity. In terms of compressive strength. A progressively increasing trend was observed for 28 days compressive strength with the increase in marble powder and calcined clays in binary proportions.

Słowa kluczowe

PL

glina kalcynowana; proszek marmurowy; projektowanie mieszanki; właściwości reologiczne; wytrzymałość na ściskanie; zaprawa samozagęszczalna

EN

calcined clay; marble powder; mixture design; rheological properties; compressive strength; self-compacting mortar

• Wydawca: Fundacja Cement, Wapno, Beton
• Czasopismo: Cement Wapno Beton
• Rocznik: 2023
• Tom: R. 28, nr 3
• Strony: 169--185
• Opis fizyczny: Bibliogr. 33 poz., il., tab.

Twórcy

autor

Laidi Messaouda

• Structures Rehabilitation and Materials Laboratory (SREML), Department of Civil Engineering, University Amar Telidji of Laghouat, Algeria

autor

Bouziani Tayeb

• Structures Rehabilitation and Materials Laboratory (SREML), Department of Civil Engineering, University Amar Telidji of Laghouat, Algeria

• https://orcid.org/0000-0003-1149-8310

Bibliografia

• 1. J. Yu, H. Wu, L. C. K. Leung, Feasibility of using ultrahigh-volume limestone-calcined clay blend to develop sustainable medium-strength Engineered Cementitious Composites (ECC). J. Clean. Prod., 262, 121343, (2020). https://doi.org/10.1016/j.jclepro.2020.121343
• 2. S. Krishnan, S. Bishnoi, A numerical approach for designing composite cements with calcined clay and limestone. Cem. Concr. Res., 138, 106232, (2020). https://doi.org/10.1016/j.cemconres.2020.106232
• 3. Y. C. Díaz, S. S. Berriel, U. Heierli, et al., Limestone calcined clay cement as a low-carbon solution to meet expanding cement demand in emerging economies. Dev. Eng., 2, 82-91, (2017). https://doi.org/10.1016/j.deveng.2017.06.001
• 4. J. Yu, H. Wu, L. D. K., Mishra, G. Li, C. K. Leung, Compressive strength and environmental impact of sustainable blended cement with high-dosage Limestone and Calcined Clay (LC2). J. Clean. Prod., 278, 123616, (2021). https://doi.org/10.1016/j.jclepro.2020.123616
• 5. K. Scrivener, F. Martirena, S. Bishnoi, S. Maity, Calcined clay limestone cements (LC3). Cem. Concr. Res., 114, 49-56, (2018). https://doi.org/10.1016/j.cemconres.2017.08.017
• 6. S. S. Berriel, A. Favier, E. R. Domínguez, I. S. Machado, U. Heierli, K. Scrivener, F. Martirena Hernández, G. Habert, Assessing the environmental and economic potential of Limestone Calcined Clay Cement in Cuba. J. Clean. Prod., 124, 361-369, (2016). https://doi.org/10.1016/j.jclepro.2016.02.125
• 7. Y. Dhandapani, T. Sakthivel, M. Santhanam, R. Gettu, R. G. Pillai, Mechanical properties and durability performance of concretes with Limestone Calcined Clay Cement (LC3). Cem. Concr. Res., 107, 136-151, (2018). https://doi.org/10.1016/j.cemconres.2018.02.005
• 8. B. Lorentz, H. Zhu, D. Mapa, K. A. Riding, A. Zayed, Effect of clay mineralogy, particle size, and chemical admixtures on the rheological properties of CCIL and CCI/II Systems. In Calcined Clays for Sustainable Concrete (pp. 211-218). Springer, Singapore. (2020). https://doi.org/10.1007/978-981-15-2806-4_24
• 9. H. Okamura, M. Ouchi, Self-compacting concrete. J. of Advanced Concrete Technology, 1(1), 5-15, (2003).
• 10. B. Esmaeilkhanian, K. H. Khayat, O. H. Wallevik, Mix design approach for low-powder self-consolidating concrete: Eco-BSZ-Content optimization and performance. Mater. Struct. 50(2), 1-18, 2017. https://doi.org/10.1617/s11527-017-0993-y
• 11. M. Karatas, A. Benli, F. Arslan. The effects of kaolin and calcined kaolin on the durability and mechanical properties of self-compacting mortars subjected to high temperatures. Constr. Build. Mater. 265, 120300, (2020). https://doi.org/10.1016/j.conbuildmat.2020.120300
• 12. Z. E. A. Laidani, B. Benabed, R. Abousnina, M. K. Gueddouda, E. H. Kadri, Experimental investigation on effects of calcined bentonite on fresh, strength and durability properties of sustainable self-compacting concrete. Constr. Build. Mater. 230, 117062, (2020). https://doi.org/10.1016/j.conbuildmat.2019.117062
• 13. R. Z. Rakhimov, N. R. Rakhimova, A. R. Gaifullin, V. P. Morozov, Properties of Portland cement pastes enriched with addition of calcined marl. J. Build. Eng., 11, 30-36, (2017). https://doi.org/10.1016/j.jobe.2017.03.007
• 14. T. Danner, G. Norden, H. Justnes, The effect of calcite in the raw clay on the pozzolanic activity of calcined illite and smectite. In Calcined clays for sustainable concrete (pp. 131-138). Springer, Singapore, (2020). https://doi.org/10.1007/978-981-15-2806-4_15
• 15. A. Tironi, M. A. Trezza, A. N. Scian, E. F. Irassar, Assessment of pozzolanic activity of different calcined clays. Cem. Concr. Comp. 37, 319-327, (2013). https://doi.org/10.1016/j.cemconcomp.2013.01.002
• 16. A. S. Silva, A. Gameiro, J. Grilo, R. Veiga, A. Velosa, Long-term behavior of lime-metakaolin pastes at ambient temperature and humid curing condition. Appl. Clay Sci. 88, 49-55, (2014). https://doi.org/10.1016/j.clay.2013.12.016
• 17. T. R. Muzenda, P. Hou, S. Kawashima, T. Sui, X. Cheng, , The role of limestone and calcined clay on the rheological properties of LC3. Cem. Concr. Compos. 107, 103516, (2020). https://doi.org/10.1016/j.cemconcomp.2020.103516
• 18. A. Benli, K. Turk, C. Kina, Influence of silica fume and class F fly ash on mechanical and rheological properties and freeze-thaw durability of self-compacting mortars. J. Cold Reg. Eng. 32(3), 04018009 (2018). https://doi.org/10.1061/(ASCE)CR.1943-5495.000016
• 19. M. Sahraoui, T. Bouziani, Effects of fine aggregates types and contents on rheological and fresh properties of BSZ. J. Build. Eng. 26, 100890, (2019). https://doi.org/10.1016/j.jobe.2019.100890
• 20. EFNARC, Specification and Guidelines for self-compacting concrete, The European Federation of Specialist Construction Chemicals and Concrete Systems, 32p, (2002).
• 21. Q. D. Nguyen, M. S. H. Khan, A. Castel, Engineering properties of limestone calcined clay concrete. J. Adv. Concr. Technol. 16(8), 343-357, (2018). https://doi.org/10.3151/jact.16.343
• 22. S. M. Mansour, Behavior of self-compacting concrete incorporating calcined pyrophyllite as supplementary cementitious material”. J. Build. Mater. Struct. 7(1), 119, (2020). https://doi.org/10.5281/zenodo.4005645
• 23. Y. Cao, Y. Wang, Z. Zhang, Y. Ma, H. Wang, Recent progress of utilization of activated kaolinitic clay in cementitious construction materials. Comp. B 211, 108636, (2021). https://doi.org/10.1002/adma.202007344
• 24. P. Danish, G. M. Ganesh, Study on influence of Metakaolin and waste marble powder on self-compacting concrete-A state of the art review. Mater. Today: Proc. 44, 1428-1436, (2021). https://doi.org/10.1016/j.matpr.2020.11.629
• 25. Y. Qian, S. Ma, S. Kawashima, De G. Schutter, Rheological characterization of the viscoelastic solid-like properties of fresh cement pastes with nanoclay addition. Theor. Appl. Fract. Mech. 103, 102262, (2019). https://doi.org/10.1016/j.tafmec.2019.102262
• 26. M. Antoni, J. Rossen, F. Martirena, K. Scrivener, “Cement substitution by a combination of metakaolin and limestone. Cem. Concr. Res. 42(12), 1579-1589, (2012). https://doi.org/10.1016/j.cemconres.2012.09.006
• 27. L. Valentini, L. Mascarin, H. Ez-zaki, M. Bediako, J. M. Marangu, M. Bellotto, Use of waste calcium carbonate in sustainable cement. In RILEM Spring Convention and Conference (pp. 11-19). Springer, Cham (2020, March).
• 28. V. Rahhal, V. Bonavetti, L. Trusilewicz, C. Pedrajas, R. Talero, Role of the filler on Portland cement hydration at early ages. Constr. Build. Mater. 27(1), 82-90, (2012). https://doi.org/10.1016/j.conbuildmat.2011.07.021
• 29. R. S. Lin, X. Y. Wang, G. Y. Zhang, Effects of quartz powder on the microstructure and key properties of cement paste. Sustainability 10(10), 3369, (2018). https://doi.org/10.3390/su10103369
• 30. A. Barkat, S. Kenai, B. Menadi, E. Kadri, H. Soualhi, Effects of local metakaolin addition on rheological and mechanical performance of self-compacting limestone cement concrete. J. Adhes. Sci. Technol. 33(9), 963-985, (2019). https://doi.org/10.1080/01694243.2019.1571737
• 31. T. Matschei, B. Lothenbach, F. P. Glasser, The role of calcium carbonate in cement hydration”. Cem. Concr. Res. 37(4), 551-558. (2007). https://doi.org/10.1016/j.cemconres.2006.10.013
• 32. F. Avet, R. Snellings, A. A. Diaz, M. B. Haha, K. Scrivener, Development of a new rapid, relevant and reliable (R3) test method to evaluate the pozzolanic reactivity of calcined kaolinitic clays. Cem. Concr. Res. 85, 1-11, (2016). https://doi.org/10.1016/j.cemconres.2006.10.013
• 33. Y. Han, R. Lin, X. Y. Wang, Performance and sustainability of quaternary composite paste comprising limestone, calcined Hwangtoh clay, and granulated blast furnace slag. J. Build. Eng. 43, 102655, (2021). https://doi.org/10.1016/j.jobe.2021.102655