Effect of limestone powder as a partial replacement of crushed quarry sand on properties of self-compacting repair mortars

  • Benchaa Benabed Civil Engineering Laboratory, University of Laghouat, 03000
  • Hamza Soualhi L2MGC Laboratory, University of Cergy-Pontoise, 95000
  • Akram Salah Eddine Belaidi Civil Engineering Laboratory, University of Laghouat, 03000
  • Lakhdar Azzouz Civil Engineering Laboratory, University of Laghouat, 03000
  • El Hadj Kadri L2MGC Laboratory, University of Cergy-Pontoise, 95000
  • Said Kenai Geomaterials Laboratory, University of Blida, 09000
DOI: https://doi.org/10.34118/jbms.v3i1.21
Keywords: Crushed sand, Limestone powder, Self-compacting repair mortar, Concrete repair

Abstract

Self-compacting repair mortars (SCRM) are particularly desired for the rehabilitation and repair of reinforced concrete structures. The properties of SCRM can be improved by using chemical, mineral, polymer and fiber additives. In limestone quarries, considerable quantities of limestone fine powder are obtained during the process of crushing rock. These fine powders are being collected and their utilization is a big problem from the aspects of disposal, environmental pollution and health hazards. The introduction of limestone powder as cement and sand replacement present interesting possibilities to reduce the cement cost production, CO2 emission and the conservation of natural resources. The effects of limestone powder content in crushed sand on the properties of SCRM are not studied. An experimental study was undertaken to find out the effect of limestone powder content on fresh and hardened properties of SCRM. SCRM mixtures were prepared using crushed sand partially replaced with limestone powder at varying percentages up to 30%. Results indicate that the limestone powder as sand replacement significantly improves the fresh and hardened properties of SCRM with a content ranging from 10 to 15%. The use of limestone powder in repair mortar and concrete application would offer technical, economical and environmental advantages for concrete producers.

References

Benabed, B., Azzouz, L., Kadri, E. H., Kenai, S., & Belaidi, A. S. E. (2014). Effect of fine aggregate replacement with desert dune sand on fresh properties and strength of self-compacting mortars. Journal of Adhesion Science and Technology, 28(21), 2182-2195.

Benabed, B., Kadri, E. H., Azzouz, L., & Kenai, S. (2012). Properties of self-compacting mortar made with various types of sand. Cement and Concrete Composites, 34(10), 1167-1173.

Bonavetti, V. L., & Irassar, E. F. (1994). The effect of stone dust content in sand. Cement and Concrete Research, 24(3), 580-590.

Bosiljkov, V. B. (2003). SCC mixes with poorly graded aggregate and high volume of limestone filler. Cement and Concrete Research, 33(9), 1279-1286.

Bouziani, T. (2013). Assessment of fresh properties and compressive strength of self-compacting concrete made with different sand types by mixture design modelling approach. Construction and Building Materials, 49, 308-314.

Bouziani, T., Bédérina, M., Makhloufi, Z., & Hadjoudja, M. (2014). Mixture design approach to evaluate fresh properties of SCC made with various sands. Journal of Building Materials and Structures, 1(1), 1-9.

Chi, C., Wu, Y., & Riefler, C. (2004). The use of crushed dust production of self-consolidating concrete (SCC), Recycling Concrete and other materials for sustainable developement, Editors Tony C. Liu Christian Meyer. ACI International SP-219.

Courard, L., Darimont, A., Degeimbre, R., Willem, X., Geers, C., & Wiertz, J. (2002). Repairing concretes with self-compacting concrete: Testing methodology assessment. In: Proceedings of First North American Conference on the design and the use of self-consolidating concrete (SCC), Chicago, U.S.A, pp: 267-274.

Domone, P. L., & Jin, J. (1999). Properties of mortar for self-compacting concrete. In Proceedings of the 1st international RILEM symposium on self-compacting concrete, pp: 109-120.

Edamatsu, Y., Nishida, N., & Ouchi, M. (1999). A rational mix-design method for self-compacting concrete considering interaction between coarse aggregate and mortar particles. In Proceedings of the first international RILEM symposium on self-compacting concrete, Stockholm. Sweden, pp: 309-320.

Edamatsu, Y., Sugamata, T., & Ouchi, M. (2003). A mix-design method for SCC based on mortar flow and funnel tests. In: Proceedings of 3rd International RILEM Symposium on SCC, Reykjavik, Iceland, pp: 345-355.

Erdoğan, T. Y. (1997). Admixtures for concrete. First Edition, Middle East Technical University Press.

Felekoğlu B., Türkel S., & Baradan, B. (2004). The effect of powder type on the fresh and mechanical properties of self-compacting concrete, Turkish Ready Mixed Concrete Association, March–April, pp. 67–77, (in Turkish).

Felekoğlu, B., Tosun, K., Baradan, B., Altun, A., & Uyulgan, B. (2006). The effect of fly ash and limestone fillers on the viscosity and compressive strength of self-compacting repair mortars. Cement and concrete research, 36(9), 1719-1726.

Felekoğlu, B., Türkel, S., & Altuntaş, Y. (2007). Effects of steel fiber reinforcement on surface wear resistance of self-compacting repair mortars. Cement and Concrete Composites, 29(5), 391-396.

Ferraris, C. F., Obla, K. H., & Hill, R. (2001). The influence of mineral admixtures on the rheology of cement paste and concrete. Cement and concrete research, 31(2), 245-255.

Guimaraes, M. S., Valdes, J. R., Palomino, A. M., & Santamarina, J. C. (2007). Aggregate production: fines generation during rock crushing. International journal of mineral processing, 81(4), 237-247.

Güneyisi, E., Gesoğlu, M., & Özbay, E. (2009). Effects of marble powder and slag on the properties of self-compacting mortars. Materials and Structures, 42(6), 813-826.

Gürol, G. (1999). Components for Economic Concrete, cement/water/fine and coarse aggregate/chemical and mineral admixtures. J. Des. Constr, 164, 66-74.

Johansen, K. I., Mortsell, E., & Lindgard, J. (1999). Effect of adding natural fine sand rich in fines on the fresh concrete properties. Nordic Concrete Research-Publications, 22, 65-76.

Johansen, K., & Busterud, L. (2001). Low grade SCC with secondary natural sand rich in fines. In Second international RILEM symposium on SCC, Tokyo, pp: 303-308.

Khayat, K. H. (1998). Use of viscosity-modifying admixture to reduce top-bar effect of anchored bars cast with fluid concrete. Materials Journal, 95(2), 158-167.

Khayat, K. H. (1999). Workability, testing, and performance of self-consolidating concrete. ACI materials journal, 96, 346-353.

Khayat, K. H., & Guizani, Z. (1997). Use of viscosity-modifying admixture to enhance stability of fluid concrete. ACI Materials Journal, 94(4), 332-340.

Khayat, K. H., & Morin, R. (2002). Performance of self-consolidating concrete used to repair parapet wall in Montreal. In: Proceedings of First North American Conference on the design and the use of self-consolidating concrete (SCC), Chicago, U.S.A, pp: 475-481.

Naik, T. R., Kraus, R. N., Chun, Y. M., Canpolat, F., & Ramme, B. W. (2005). Use of limestone quarry by-products for developing economical self-compacting concrete,” published at the CANMET. In ACI International symposium on sustainable developments of cement and concrete, Toronto, Canada, pp: 313-336.

Nawa, T., Izumi, T., & Edamatsu, Y. (1998). State-of-the-art report on materials and design of self-compacting concrete. In International workshop on self-compacting concrete, pp: 160-190.

Nehdi, M., Mindess, S., & Aïtcin, P. C. (1996). Optimization of high strength limestone filler cement mortars. Cement and Concrete Research, 26(6), 883-893.

O’Flaherty, F. J., & Mangat, P. S. (1999). Influence of constituents on the properties of self-compacting repair materials. In Proceedings of the first international RILEM symposium, pp: 263-274.

Okamura, H., Maekawa, K., & Ozawa, K. (1993). High performance concrete. Gihoudou Pub, Tokyo.

Poston, R. W., Kesner, K., McDonald, J. E., Vaysburd, A. M., & Emmons, P. H. (2001). Concrete repair material performance—Laboratory study. Materials Journal, 98(2), 137-147.

Shannag, M. J. (2000). High strength concrete containing natural pozzolan and silica fume. Cement and concrete composites, 22(6), 399-406.

Sonebi, M., & Bartos, P. J. M. (1999). Hardened SCC and its bond with reinforcement. In Self-Compacting Concrete: Proceedings of the First International RILEM Symposium held in Stockholm, Sweden, pp: 275-289.

Tang, C. W., Yen, T., & Chen, K. H. (2000). The rheological behavior of medium strength high performance concrete. In Second International Symposium on Cement and Conc. Tech., 2, 50-57.

Topçu, I. B., & Uğurlu, A. (2003). Effect of the use of mineral filler on the properties of concrete. Cement and Concrete Research, 33(7), 1071-1075.

Türker, P., Yeşilkaya, A., & Yeğinobalı, A. (2004). The hydration process and microstructural development of limestone Portland cements. Cem. Concr. World, 48(8), 50-66.

Yahia, A., Tanimura, M., & Shimoyama, Y. (2005). Rheological properties of highly flowable mortar containing limestone filler-effect of powder content and W/C ratio. Cement and concrete Research, 35(3), 532-539.

Yurugi, M., Sakai, G., & Sakata, N. (1995). Viscosity agent and mineral admixtures for highly fluidized concrete. Proceedings, Concrete under Severe Conditions, Environment and Loadings, 2, 995-1004.

Zhu, W., & Gibbs, J. C. (2005). Use of different limestone and chalk powders in self-compacting concrete. Cement and Concrete Research, 35(8), 1457-1462.

Published
2016-05-03
How to Cite
Benabed, B., Soualhi, H., Belaidi, A. S. E., Azzouz, L., Kadri, E. H., & Kenai, S. (2016). Effect of limestone powder as a partial replacement of crushed quarry sand on properties of self-compacting repair mortars. Journal of Building Materials and Structures, 3(1), 15-30. https://doi.org/10.34118/jbms.v3i1.21
Issue
Vol 3 No 1 (2016)
Section
Original Articles

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