Eissa, M., Megahed, A., Rashwan, M., Farghal, O. (2022). Development of A New Local Mineral Admixture for Enhancing Concrete properties. JES. Journal of Engineering Sciences, 50(4), 160-174. doi: 10.21608/jesaun.2022.114553.1106
Mohamad S Eissa; Abdel Rahman A. Megahed; Mohamed M. Rashwan; Omar A Farghal. "Development of A New Local Mineral Admixture for Enhancing Concrete properties". JES. Journal of Engineering Sciences, 50, 4, 2022, 160-174. doi: 10.21608/jesaun.2022.114553.1106
Eissa, M., Megahed, A., Rashwan, M., Farghal, O. (2022). 'Development of A New Local Mineral Admixture for Enhancing Concrete properties', JES. Journal of Engineering Sciences, 50(4), pp. 160-174. doi: 10.21608/jesaun.2022.114553.1106
Eissa, M., Megahed, A., Rashwan, M., Farghal, O. Development of A New Local Mineral Admixture for Enhancing Concrete properties. JES. Journal of Engineering Sciences, 2022; 50(4): 160-174. doi: 10.21608/jesaun.2022.114553.1106
Development of A New Local Mineral Admixture for Enhancing Concrete properties
2Professor, Civil Engineering Department, Faculty of Engineering, Assiut University, Egypt.
Abstract
Proceeding from the saying of our God almighty on his book, the holy Qur'an: "Then ignite for me, O Hāmān, (a fire) upon the clay (From which bricks are made) and make for me a tower....". Therefore, this paper presents an investigation on, using calcined ball-clay (CBC) as mineral pozzolanic admixture for concrete production. CBC is obtained from calcination processes for local ball-clay at specified conditions. To evaluate ball-clay calcination process, various temperatures (600–900 ºC) and burning durations (2, 3 and 4 hours) are used and the optimum temperature and burning time for calcination are assessed by strength activity index at age of 28 days. The hardened properties development of concrete mixtures containing 0%, 10%, 15% and 20% CBC as cement partial replacement are analysed in terms of compressive strength at 7, 28, 90 and 180 days, water absorption, ultra-sonic pulse velocity and electrical resistivity. In addition, microstructure by XRD of the cement pastes incorporating CBC was studied. The results showed that the optimum calcination process to obtain CBC are carried out at temperature 800 °C for 4 hours. The replacement of cement by 10% of CBC is an optimal dosage for concrete mixtures since it achieved an increase of compressive strength by 28% as compared with control one. Therefore, adding CBC can lead to a beneficial utilization of natural local resources, which reduces energy consumption and minimizes CO2 footprint during the manufacturing of cement concrete, thus, concrete can become an eco-friendly and sustainable material.
[3]. ASTM C 618, "Coal fly ash or calcined natural pozzolan for use as a mineral admixture in Portland cement concrete", ASTM Standards in ACI 301 and 381.p.238–40.
[4]. M. Frı´as, M.I. Sánchez de Rojas, J. Cabrera, "The effect that the pozzolanic reaction of metakaolin has on the heat evolution in metakaolin-cement mortars", Cem. Concr. Res. 30 (2000) 209–216.
[5]. R. Siddique, J. Klaus, "Influence of metakaolin on the properties of mortar and concrete: a review", Appl. Clay Sci. 43 (2009) 392–400.
[6]. P. Duan, Z. Shui, W. Chen, C. Shen, Effects of metakaolin, silica fume and slag on pore structure, interfacial transition zone and compressive strength of concrete, Constr. Build. Mater. 44 (2013) 1–6.
[7]. E. Özbay, M. Erdemir, H.I. Durmus, Utilization and efficiency of ground granulated blast furnace slag on concrete properties – a review, Constr. Build. Mater. 105 (2016) 423–434.
[8]. M. Antoni, J. Rossen, F. Martirena, K. Scrivener, Cement substitution by a combination of metakaolin and limestone, Cem. Concr. Res. 42 (2012) 1579– 1589.
[9]. A.M. Rashad, Metakaolin as cementitious material: history, scours, production, and composition – a comprehensive overview, Constr. Build. Mater. 41 (2013) 303–318.
[10]. B.B. Sabir, S. Wild, J. Bai, Metakaolin and calcined clays as pozzolans for concrete: a review, Cem. Concr. Compos. 23 (2001) 441–454.
[11]. S.G. Nehme, Influence of supplementary cementing materials on conventional and self-compacting concretes. Part 1. Literature review, Epitoanyag J. Silicate Based Compos. Mater. 67 (2015) 28–33.
[12]. R. Siddique, Utilization of silica fume in concrete: review of hardened properties, Resour. Conserv. Recycl. 55 (2011) 923–932.
[13]. M. Jalal, A. Pouladkhan, O.F. Harandi, D. Jafari, Comparative study on effects of mClass F fly ash, nano silica, and silica fume on properties of high performance self-compacting concrete, Constr. Build. Mater. 94 (2015) 90–104.
[14]. M. Valipour, F. Pargar, M. Shekarchi, S. Khani, Comparing a natural pozzolan, zeolite, to metakaolin and silica fume in terms of their effect on the durability characteristics of concrete, Constr. Build. Mater. 41 (2013) 879–888.
[15]. R. Nassar, P. Soroushian, Strength and durability of recycled aggregate concrete containing milled glass as partial replacement for cement, Constr. Build. Mater. 29 (2012) 368–377.
[16]. Erdogan, T.Y., “Admixture for Concrete”, METU Press, Ankara, Turkey, 1997.
[17]. Rancés Castillo Lara, et al., "Study of the addition of calcined clays in the durability of concrete", Revista Ingeniería de Construcción Vol. 26 No1, Abril 2011.
[18]. Sharma, Meenakshi, et al. "Limestone calcined clay cement and concrete: A state-of-the-art review." Cement and Concrete Research 149 (2021): 106564.APA
[19]. American Society for Testing and Materials, Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland-CementConcrete, ASTM C311/C311M-13, 2013.
[20]. M. Emerson, "Mechanisms of Water Absorption by Concrete, Transport and Road Research Laboratory, UK, 1990.
View on SCiNiTO
Top