ANN modelling approach for predicting SCC properties - Research considering Algerian experience .Part II. Effects of aggregates types and contents
Abstract
The objective of this investigation is to illustrate the effect of aggregates types and contents on fresh and hardened properties of self-compacting concrete (SCC) considering Algerian experience. Based on experimental data available in the literature, Artificial neural network (ANN) models are established to illustrate the variation of aggregate types and contents (sand and gravel) in binary and ternary contour plots. Modelling results concerning the effect of sand types and proportions in binary and ternary combinations show the beneficial effect of river sand (RS) and crushed sand (CS) on slump flow. The highest L-Box ratio was obtained for mixtures composed of 50% of both RS and CS for binary and ternary mixtures. The increase in CS content enhance static stability, while the increase in RS gives higher compressive strength at 28 days. Concerning the study of aggregate sizes and contents, it was found that the increase of sand content leads to an increase in flowability and a decrease in static stability. An increase in gravel content leads to a decrease in passing ability, while a significant improvement in viscosity, static stability and mechanical strength with an increase in gravel content were observed.
References
Aïssoun, B. M., Hwang, S.-D., & Khayat, K. H. (2016). Influence of aggregate characteristics on workability of superworkable concrete. Materials and Structures, 49(1–2), 597–609.
Asteris, P. G., Kolovos, K. G., Douvika, M. G., & Roinos, K. (2016). Prediction of self-compacting concrete strength using artificial neural networks. European Journal of Environmental and Civil Engineering, 20(sup1), s102–s122.
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.
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.
Ghoddousi, P., & Salehi, A. M. (2017). The Evaluation of Self Compacting Concrete Robustness Based on the Rheology Parameters. International Journal of Civil Engineering, 15(8), 1097–1106.
Gupta, T., Patel, K. A., Siddique, S., Sharma, R. K., & Chaudhary, S. (2019). Prediction of mechanical properties of rubberised concrete exposed to elevated temperature using ANN. Measurement, 147, 106870.
Hu, J., & Wang, K. (2011). Effect of coarse aggregate characteristics on concrete rheology. Construction and Building Materials, 25(3), 1196–1204.
Jain, A., Jha, S. K., & Misra, S. (2008). Modeling and analysis of concrete slump using artificial neural networks. Journal of Materials in Civil Engineering, 20(9), 628–633.
Khaleel, O. R., Al-Mishhadani, S. A., & Razak, H. A. (2011). The effect of coarse aggregate on fresh and hardened properties of self-compacting concrete (SCC). Procedia Engineering, 14, 805–813.
Lin, W.-T. (2020). Effects of sand/aggregate ratio on strength, durability, and microstructure of self-compacting concrete. Construction and Building Materials, 242, 118046.
Ling, S. K., & Kwan, A. K. H. (2015). Adding ground sand to decrease paste volume, increase cohesiveness and improve passing ability of SCC. Construction and Building Materials, 84, 46–53.
Nécira, B., Guettala, A., & Guettala, S. (2017). Study of the combined effect of different types of sand on the characteristics of high performance self-compacting concrete. Journal of Adhesion Science and Technology, 31(17), 1912–1928.
Rmili, A., Ouezdou, M. Ben, Added, M., & Ghorbel, E. (2009). Incorporation of Crushed Sands and Tunisian Desert Sands in the Composition of Self Compacting Concretes Part II: SCC Fresh and Hardened States Characteristics. International Journal of Concrete Structures and Materials, 3(1), 11–14. https://doi.org/10.4334/IJCSM.2009.3.1.011
Roussel, N., Nguyen, T. L. H., Yazoghli, O., & Coussot, P. (2009). Passing ability of fresh concrete: a probabilistic approach. Cement and Concrete Research, 39(3), 227–232.
Sahraoui, M., & Bouziani, T. (2019a). Effect of coarse aggregates and sand contents on workability and static stability of self-compacting concrete. Advances in Concrete Construction, 7(2), 97.
Sahraoui, M., & Bouziani, T. (2019b). Effects of fine aggregates types and contents on rheological and fresh properties of SCC. Journal of Building Engineering, 26, 100890.
Yaman, M. A., Abd Elaty, M., & Taman, M. (2017). Predicting the ingredients of self compacting concrete using artificial neural network. Alexandria Engineering Journal, 56(4), 523–532.
Yu, F., Sun, D., Wang, J., & Hu, M. (2019). Influence of aggregate size on compressive strength of pervious concrete. Construction and Building Materials, 209, 463–475.
Zaitri, R., Bederina, M., Bouziani, T., Makhloufi, Z., & Hadjoudja, M. (2014). Development of high performances concrete based on the addition of grinded dune sand and limestone rock using the mixture design modelling approach. Construction and Building Materials, 60, 8–16.
Zeghichi, L., Benghazi, Z., & Baali, L. (2014). The effect of the kind of sands and additions on the mechanical behaviour of SCC. Physics Procedia, 55, 485–492.
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