References
- BABAFEMI, A. J. – ŠAVIJA, B. – PAUL, S. C. – ANGGRAINI, V.: Engineering properties of concrete with waste recycled plastic: A review. Sustainability, Vol. 10, Iss. 11, 2018, doi: 10.3390/su10113875 .
- AL-LUHYBI, A. S. – QADER, D. N.: Mechanical Properties of Concrete with Recycled Plastic Waste. Civil and Environmental Engineering, vol. 17, Iss. 2, 2021, pp. 629–643, doi: 10.2478/cee-2021-0063.
- ALI, M. K. – et al.: Compressive and Flexural Strength of High-Volume Fly Ash Mortars Aged with Air-entraining Admixtures. In: E3S Web of Conferences. EDP Sciences, vol. 427, 2023, p. 02017, https://doi.org/10.1051/e3sconf/202342702017.
- BERREDJEM, L. – ARABI, N. – Molez, L.: Mechanical and durability properties of concrete based on recycled coarse and fine aggregates produced from demolished concrete. Construction and Building Materials, Vol. 246, 2020, https://doi.org/10.1016/j.conbuildmat.2020.118421.
- EVANGELISTA, L. – DE BRITO, J.: Mechanical behaviour of concrete made with fine recycled concrete aggregates. Cement and concrete composites, vol. 29, Iss. 5, 2007, pp. 397–401, https://doi.org/10.1016/j.cemconcomp.2006.12.004.
- MARTÍNEZ, I. – ETXEBERRIA, M. – PAVÓN, E. – DÍAZ, N.: Influence of demolition waste fine particles on the properties of recycled aggregate masonry mortar. International Journal of Civil Engineering, vol. 16, 2018, pp. 1213-1226, https://doi.org/10.1007/s40999-017-0280-x.
- BEHERA, M. – BHATTACHARYYA, S. K. – MINOCHA, A. K. – DEOLIYA, R. – MAITI, S.: Recycled aggregate from C&D waste & its use in concrete–A breakthrough towards sustainability in construction sector: A review. Construction and building materials, vol. 68, 2014, pp. 501-516, https://doi.org/10.1016/j.conbuildmat.2014.07.003.
- A. M. Neville, “Properties of concrete,” 1995.
- PATEL, K. – PITRODA, J. – RAVAL, A.: Effect of Traditional and Accelerated Curing Method on Compressive Strength of Concrete Incorporating with Industrial Waste, Vol. 5, Iss. 4,2017, pp. 2320-2882.
- KHEDER, G. F. – GABBAN, A. A. – ABID, S. M.: Mathematical model for the prediction of cement compressive strength at the ages of 7 and 28 days within 24 hours. Materials and structures, vol. 36, 2003, pp. 693-701, https://doi.org/10.1007/BF02479504.
- TANTAWI, H. M. – GHARAIBEY, E. S. : Early estimation of hardened concrete strength. Journal of Applied Sciences, Vol. 6, Iss. 3, 2006, pp. 543-547.
- BINNS, T.: Accelerated strength testing. Advanced Concrete Technology,2003, pp. 1-17.
- AL-HUBBOUBI, S. K. – ABBAS, Z. K.: Prediction of the 28 days compressive strength using accelerated curing methods,2017.
- IQBAL, N. – SIDDIQI, Z. A. – HAMEED, R. – RIAZ, M. R.: Strength Prediction of Recycled Aggregate Concrete Using Accelrated Curing Method. Sci. Int. (Lahore), Vol. 27, Iss. 3, 2015, pp. 1939-1943.
- HASAN, M. M. – KABIR, A.: Prediction of compressive strength of concrete from early age test result. In 4th Annual Paper Meet and 1st Civil Engineering Congress, Vol. 2011, (2011, December), pp. 978-984.
- IQS 5: Properties of Ordinary Portland Cement, 2016, Iraqi Standard.
- ASTM C33/C33M, “Standard specification for concrete aggregates, ASTM C 33-86,” Annu. B. ASTM Stand., vol. 11, p. 11, 2008.
- ASTM C127: Standard Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate, American Society for Testing and Materials, 2015.
- ASTM C128: Standard Test Method for Relative Density (Specific Gravity) and Absorption of Fine Aggregate, American Society for Testing and Materials, 2015.
- ACI Committee 211, 1991 “Standard Practice for selecting properties for normal, heavy weight concrete”, (ACI211.1-91) American Concrete Institute, Detroit.Chengju G., 1989. “Maturity of concrete: Method for predicting early stage strength”. ACI Materials Journal, Vol.86, Iss. 4, pp. 341–353.
- BS EN 12390-3 2019 Testing hardened concrete: Part 3: Compressive strength of test specimens (London: British Standard) pp. 1-24.
- WITCZAK, M. W. – KALOUSH, K. – PELLINEN, T. – EL-BASYOUNY, M. – VON QUINTUS, H.: NCHRP Report 465 simple performance test for Superpave mix design. National cooperative highway research program report, 2002.