Investigation of the Use of Marble Powder in Production of High Strength Concretes
Öz
The first of the aims of this study is to determine the amount of marble powder to be used in the optimum amount for high strength concrete (YDB). The second is to contribute to reducing the use of natural resources by using marble powder from waste materials in the production of YDB. For this purpose, marble powder was used by replacing it with fine aggregate at 0-8-16-24% by weight. In order to increase the pozzolanic activity in concrete mixtures and to ensure maximum use of marble powder, silica fume has been used by replacing it with cement at 10% by weight. The slump test was applied to the obtained mixtures. Then fc-7., fc-28. and fc-90. days, it was kept in the curing pool to be subjected to the compressive strength test. According to the results obtained from the compressive strength test, the optimum amount of marble powder was determined by taking into account the high strength value. In addition, it is thought that the use of marble powder contributes positively to the compressive strength of concrete, consumption of natural resources and reduction of environmental pollution. Keywords: High strength concrete, marble powder, compressive strength, silica fume.
Anahtar Kelimeler
High strength concrete, marble powder, compressive strength, silica fume
Kaynakça
- [1] R. Zhong, K. Wille, and R. Viegas, “Material efficiency in the design of UHPC paste from a life cycle point of view,” Constr. Build. Mater., vol. 160, 2018.
- [2] S. Abbas, A. M. Soliman, and M. L. Nehdi, “Exploring mechanical and durability properties of ultra-high performance concrete incorporating various steel fiber lengths and dosages,” Constr. Build. Mater., 2015.
- [3] D. K. Ashish, “Concrete made with waste marble powder and supplementary cementitious material for sustainable development,” J. Clean. Prod., vol. 211, pp. 716–729, 2019.
- [4] K. E. Alyamac, E. Ghafari, and R. Ince, “Development of eco-efficient self-compacting concrete with waste marble powder using the response surface method,” J. Clean. Prod., vol. 144, pp. 192–202, 2017.
- [5] K. E. Alyamac and A. B. Aydin, “Concrete properties containing fine aggregate marble powder,” KSCE J. Civ. Eng., vol. 19, no. 7, pp. 2208–2216, 2015.
- [6] A. A. Thakare, A. Singh, V. Gupta, S. Siddique, and S. Chaudhary, “Sustainable development of self-compacting cementitious mixes using waste originated fibers: A review,” Resour. Conserv. Recycl., p. 105250, 2020.
- [7] R. Kumar, S. Singh, and L. P. Singh, “Studies on enhanced thermally stable high strength concrete incorporating silica nanoparticles,” Constr. Build. Mater., vol. 153, pp. 506–513, 2017.
- [8] J. Wang, Y. Wang, Y. Sun, D. D. Tingley, and Y. Zhang, “Life cycle sustainability assessment of fly ash concrete structures,” Renew. Sustain. Energy Rev., vol. 80, pp. 1162–1174, 2017.
- [9] P. and C. C. Cement - Part 1: General Cements, Composition, “TS EN 197-1,” Turkey, 2012.
- [10] O. Soykan, Ö. Cengiz, and Ö. Cenk, “Investigation of the Usability of Slate and Andesite as Concrete Aggregate,” J. Suleyman Demirel Univ. Grad. Sch. Nat. Appl. Sci., vol. 19, no. 1, 2015.
