Analysis of compressive strength of concrete prepared by triplemixing technology depending on both the discharge and curing time

[1] Ahmed, B. & Rahman, M. (2015) Assessment of Compressive Strength of Concrete Based On Combination of Different Sizes of Aggregate. International Journal of Advanced Structures and Geotechnical Engineering. 4 (3), 148-152.Search in Google Scholar

[2] Oikonomou, N.D. (2005) Recycled concrete aggregates. Cement and Concrete Composites. 27 (2), 315-318. DOI:10.1016/j.cemconcomp.2004.02.02010.1016/j.cemconcomp.2004.02.020Open DOISearch in Google Scholar

[3] Spaeth, V. & Djerbi-Tegguer, A. (2013) Treatment of recycled concrete aggregates by Si-based polymers. International Journal of Civil and Environmental Engineering. 7 (1), 16-20.Search in Google Scholar

[4] Abdel-Hay, A.S. (2015) Properties of recycled concrete aggregate under different curing conditions. Housing and Building National Research Center.DOI:10.1016/j.hbrcj.2015.07.00110.1016/j.hbrcj.2015.07.001Open DOISearch in Google Scholar

[5] McNeil, K. & Kang, T.H.-K. (2013) Recycled Concrete Aggregates: A Review. International Journal of Concrete Structures and Materials. 7 (1), 61-69. DOI:10.1007/s40069-013-0032-510.1007/s40069-013-0032-5Open DOISearch in Google Scholar

[6] Janković, K., Nikolić, D., Bojović, D., Lončar, L., & Romakov, Z. (2011) The estimation of compressive strength of normal and recycled aggregate concrete. FACTA UNIVERSITATIS: Architecture and Civil Engineering. 9 (3), 419-431. DOI:10.2298/FUACE1103419J10.2298/FUACE1103419JOpen DOISearch in Google Scholar

[7] Chai, N.S.N. (2004) High-strength structural concrete with recycled aggregates. in: Univ. South. Qld. Fac. Eng. Surv., Queensland, Australiap. 112Search in Google Scholar

[8] Xiao, J., Li, J., & Zhang, C. (2005) Mechanical properties of recycled aggregate concrete under uniaxial loading. Cement and Concrete Research. 35 (6), 1187-1194. DOI:10.1016/j.cemconres.2004.09.02010.1016/j.cemconres.2004.09.020Search in Google Scholar

[9] Patel, M.K., Nayak, C., & Patel, S. (2017) Use of recycled aggregates in concrete: A critical review. International Journal For Technical Education And Research Innovations. 1 (6), 1-6.Search in Google Scholar

[10] Tam, V.W.Y., Tam, C.M., & Wang, Y. (2007) Optimization on proportion for recycled aggregate in concrete using two-stage mixing approach. Construction and Building Materials. 21 (10), 1928-1939. DOI:10.1016/j.conbuildmat.2006.05.04010.1016/j.conbuildmat.2006.05.040Search in Google Scholar

[11] Otsuki, N., Miyazato, S., & Yodsudjai, W. (2003) Influence of Recycled Aggregate on Interfacial Transition Zone, Strength, Chloride Penetration and Carbonation of Concrete. Journal of Materials in Civil Engineering. 15 (5), 443-451. DOI:10.1061/(ASCE)0899-1561(2003)15:5(443)10.1061/(ASCE)0899-1561(2003)15:5(443Open DOISearch in Google Scholar

[12] Uniyal, S. & Aggrawal, V. (2014) Two-Stage Mixing Approach (TSMA) Versus Normal Mixing Approach(NMA) For Concrete in Terms of Compressive Strength And Carbonation Depth. International Journal for Scientific Research & Development. 2 (5), 721-725.Search in Google Scholar

[13] Tam, V.W.Y., Gao, X.F., & Tam, C.M. (2005) Microstructural analysis of recycled aggregate concrete produced from two-stage mixing approach. Cement and Concrete Research. 35 (6), 1195-1203. DOI:10.1016/j.cemconres.2004.10.02510.1016/j.cemconres.2004.10.025Open DOISearch in Google Scholar

[14] Kong, D., Lei, T., Zheng, J., Ma, C., Jiang, J., & Jiang, J. (2010) Effect and mechanism of surface-coating pozzalanics materials around aggregate on properties and ITZ microstructure of recycled aggregate concrete. Construction and Building Materials. 24 (5), 701-708. DOI:10.1016/j.conbuildmat.2009.10.03810.1016/j.conbuildmat.2009.10.038Open DOISearch in Google Scholar

[15] Lee, S.-H., Hong, K.-N., Park, J.-K., & Ko, J. (2014) Influence of Aggregate Coated with Modified Sulfur on the Properties of Cement Concrete. Materials. 7 (6), 4739-4754. DOI:10.3390/ma706473910.3390/7064739Open DOISearch in Google Scholar

[16] Sicakova, A. & Urban, K. (2017) Comparison of capillary water content of concrete with BFS aggregate and prepared by triple-mixing method. in: CONSTRUMAT 2017, STU, Bratislavapp. 252-259Search in Google Scholar

[17] Sicakova, A. & Urban, K. (2017) Technologies of multi-stage concrete mixing. in: Betón 2017, pp. 113-121Search in Google Scholar

[18] Junak, J. & Sicakova, A. (2017) Benefits of aggregates surface modification in concrete production. IOP Conference Series: Earth and Environmental Science. 92 1-5. DOI:10.1088/1755-1315/92/1/01202310.1088/1755-1315/92/1/012023Open DOISearch in Google Scholar

[19] Lowke, D. & Schiessl, P. (2005) Effect of mixing energy on fresh properties of SCC. in: Proc. 4th Int. RILEM Symp. Self-Compact. Concr., Chicago, USASearch in Google Scholar

[20] Ravina, D. (1996) Effect of Prolonged Mixing on Compressive Strength of Concrete with and without Fly Ash And/or Chemical Admixtures. Materials Journal. 93 (5), 451-456.10.14359/9849Search in Google Scholar

[21] Kırca, Ö., Turanlı, L., & Erdoğan, T.Y. (2002) Effects of retempering on consistency and compressive strength of concrete subjected to prolonged mixing. Cement and Concrete Research. 32 (3), 441-445.10.1016/S0008-8846(01)00699-8Search in Google Scholar

[22] STN EN 12390-3:2010 Testing hardened concrete. Compressive strength of test specimens. Slovak Office of Standards, Metrology and Testing, Bratislava, 2010.Search in Google Scholar