High Initial Concrete Compressive Strength with Variations of Superplasticizer and Silica Fume Additions
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Doi: 10.28991/CEJ-2025-011-01-07
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[2] Motahari Karein, S. M., Ramezanianpour, A. A., Ebadi, T., Isapour, S., & Karakouzian, M. (2017). A new approach for application of silica fume in concrete: Wet granulation. Construction and Building Materials, 157, 573–581. doi:10.1016/j.conbuildmat.2017.09.132.
[3] Rostami, M., & Behfarnia, K. (2017). The effect of silica fume on durability of alkali activated slag concrete. Construction and Building Materials, 134, 262–268. doi:10.1016/j.conbuildmat.2016.12.072.
[4] Bhalla, N., Sharma, S., Sharma, S., & Siddique, R. (2018). Monitoring early-age setting of silica fume concrete using wave propagation techniques. Construction and Building Materials, 162, 802–815. doi:10.1016/j.conbuildmat.2017.12.032.
[5] Soroka, I., & Setter, N. (1977). The effect of fillers on strength of cement mortars. Cement and Concrete Research, 7(4), 449–456. doi:10.1016/0008-8846(77)90073-4.
[6] Poppe, A. M., & De Schutter, G. (2005). Cement hydration in the presence of high filler contents. Cement and Concrete Research, 35(12), 2290–2299. doi:10.1016/j.cemconres.2005.03.008.
[7] Boukhelf, F., Cherif, R., Trabelsi, A., Belarbi, R., & Bachir Bouiadjra, M. (2021). On the hygrothermal behavior of concrete containing glass powder and silica fume. Journal of Cleaner Production, 318, 128647. doi:10.1016/j.jclepro.2021.128647.
[8] Wan, Z., He, T., Chang, N., Yang, R., & Qiu, H. (2023). Effect of silica fume on shrinkage of cement-based materials mixed with alkali accelerator and alkali-free accelerator. Journal of Materials Research and Technology, 22, 825–837. doi:10.1016/j.jmrt.2022.11.110.
[9] Ma, X., He, T., Xu, Y., Yang, R., & Sun, Y. (2022). Hydration reaction and compressive strength of small amount of silica fume on cement-fly ash matrix. Case Studies in Construction Materials, 16, 989. doi:10.1016/j.cscm.2022.e00989.
[10] Esping, O. (2008). Effect of limestone filler BET(H2O)-area on the fresh and hardened properties of self-compacting concrete. Cement and Concrete Research, 38(7), 938–944. doi:10.1016/j.cemconres.2008.03.010.
[11] Garba, M. J., Tian, Y., Xie, Z., Yu, C., Hu, C., Chen, L., & Yuan, Q. (2024). Effect of accelerators on the long-term performance of shotcrete and its improvement strategies: A review. Journal of Building Engineering, 89, 109364. doi:10.1016/j.jobe.2024.109364.
[12] Pu, B., Liu, B., Li, L., Jiang, L., Zhou, J., & Ding, P. (2024). Using rice husk ash in alkali-activated ultra-high-performance concrete: Flowability, early age strength and elasticity modulus. Construction and Building Materials, 443, 137771. doi:10.1016/j.conbuildmat.2024.137771.
[13] Moon, G. D., Oh, S., & Choi, Y. C. (2016). Effects of the physicochemical properties of fly ash on the compressive strength of high-volume fly ash mortar. Construction and Building Materials, 124, 1072-1080. doi:10.1016/j.conbuildmat.2016.08.148.
[14] Hornain, H., Marchand, J., Duhot, V., & Moranville-Regourd, M. (1995). Diffusion of chloride ions in limestone filler blended cement pastes and mortars. Cement and Concrete Research, 25(8), 1667–1678. doi:10.1016/0008-8846(95)00163-8.
[15] Bentz, D. P. (2006). Modeling the influence of limestone filler on cement hydration using CEMHYD3D. Cement and Concrete Composites, 28(2), 124–129. doi:10.1016/j.cemconcomp.2005.10.006.
[16] Ghrici, M., Kenai, S., & Said-Mansour, M. (2007). Mechanical properties and durability of mortar and concrete containing natural pozzolana and limestone blended cements. Cement and Concrete Composites, 29(7), 542–549. doi:10.1016/j.cemconcomp.2007.04.009.
[17] Helal, M. A. (2002). Effect of curing time on the physico-mechanical characteristics of the hardened cement pastes containing limestone. Cement and Concrete Research, 32(3), 447–450. doi:10.1016/S0008-8846(01)00700-1.
[18] Ding, X., Li, C., Xu, Y., Li, F., & Zhao, S. (2016). Experimental study on long-term compressive strength of concrete with manufactured sand. Construction and Building Materials, 108, 67–73. doi:10.1016/j.conbuildmat.2016.01.028.
[19] Fang, Y., Wang, X., Jia, L., Liu, C., Zhao, Z., Chen, C., & Zhang, Y. (2022). Synergistic effect of polycarboxylate superplasticizer and silica fume on early properties of early high strength grouting material for semi-flexible pavement. Construction and Building Materials, 319, 126065. doi:10.1016/j.conbuildmat.2021.126065.
[20] Malhotra, V. M., Wilson, H. S., & Painter, K. E. (1989). Performance of gravels tone concrete incorporating silica fume at elevated temperatures. American Concrete Institute, ACI Special Publication, SP-114, 1051–1076. doi:10.14359/2577.
[21] Samekto, W., & Rahmadiyanto, C. (2001). Concrete Technology. Kanisius, Yogyakarta, Indonesia. (In Indonesian).
[22] SK SNI 03-1974-1990. (1990). Concrete Compressive Strength Testing Method. Dinas Pekerjaan Umum, Jakarta, Indonesia. (In Indonesian).
[23] Tjokrodimuljo, K. (2007). Concrete Technology. Civil Engineering Publishing Bureau of Civil and Environmental Engineering Student Family. Gadjah Mada University Yogyakarta, Yogyakarta, Indonesia. (In Indonesian).
[24] Pertiwi, H. (2011). Influence of sugar-based admixture on concrete's compressive strength and elasticity modulus. Sebelas Maret University, Surakarta, Indonesia. (In Indonesian).
[25] SNI 03-2834-2000. (2000). Procedures for making a normal concrete mix plan. Badan Standarisasi Nasional, Jakarta, Indonesia (In Indonesian).
[26] Ikhsan, M. N., Prayuda, H., & Saleh, F. (2016). The Effect of Adding Broken Glass as a Substitute for Fine Aggregate and Adding Optical Fiber on the Compressive Strength of Fiber Concrete. Semesta Teknika, 19(2), 148-156. (In Indonesian).
[27] Davidovits, J. (2008). Geopolymer chemistry and applications. Geopolymer Institute, Saint-Quentin, France.
[28] Chindaprasirt, P., & Chalee, W. (2014). Effect of sodium hydroxide concentration on chloride penetration and steel corrosion of fly ash-based geopolymer concrete under marine site. Construction and Building Materials, 63, 303-310. doi:10.1016/j.conbuildmat.2014.04.010.
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