Advances in concrete construction

  • 제8권3호
  • /
  • Pages.225-237
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  • 2019
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  • 2287-5301(pISSN)
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  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental investigation on the effect of cementitious materials on fresh and mechanical properties of self-consolidating concrete

  • Shariati, Mahdi (Institute of Research and Development, Duy Tan University) ;
  • Rafie, Shervin (Department of Construction Engineering and Management, Amirkabir University of Technology) ;
  • Zandi, Yousef (Department of Civil Engineering, Tabriz Branch, Islamic Azad University) ;
  • Fooladvand, Rouhollah (Department of Civil Engineering, Qeshm International Branch, Islamic Azad University) ;
  • Gharehaghaj, Behnam (Department of Civil Engineering, Tabriz Branch, Islamic Azad University) ;
  • Mehrabi, Peyman (Department of Civil Engineering, K.N. Toosi University of Technology) ;
  • Shariat, Ali (Division of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang University) ;
  • Trung, Nguyen Thoi (Division of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang University) ;
  • Salih, Musab N.A. (School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia) ;
  • Poi-Ngian, Shek (Construction Research Center (CRC), Institute for Smart Infrastructure & Innovative Construction (ISIIC), School of Civil Engineering, Universiti Teknologi Malaysia)
  • 투고 : 2019.07.08
  • 심사 : 2019.09.22
  • 발행 : 2019.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

Although applying self-consolidating concrete (SCC) in many modern structures is an inevitable fact, the high consumption of cement in its mixing designs has led to increased production costs and adverse environmental effects. In order to find economically viable sources with environmentally friendly features, natural pozzolan pumice and blast furnace slag in 10-50% of replacement binary designs have been investigated for experiments on the properties of fresh concrete, mechanical properties, and durability. As a natural pozzolan, pumice does not require advanced equipment to prepare for consumption and only needs to be powdered. Pumice has been the main focus of this research because of simple preparation. Also to validate the results, in addition to the control specimens of each design, fly ash as a known powder has been evaluated. Moreover, ternary mixes of pumice and silica fume were investigated to enhance the obtained results of binary mixes. It was concluded that pumice and slag powders indicated favorable performance in the high percentage of replacement.

키워드

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  89. Shariati, M. (2008), "Assessment of building using none-destructive test techniques (ultra Sonic Pulse Velocity and Schmidt Rebound Hammer)", Universiti Putra Malaysia.
  90. Shariati, M. (2013), "Behaviour of C-shaped shear connectors in stell concrete composite beams", Jabatan Kejuruteraan Awam, Fakulti Kejuruteraan, Universiti Malaya.
  91. Shariati, M., Ramli Sulong, N., Arabnejad Khanouki, M. and Shariati, A. (2011), "Experimental and numerical investigations of channel shear connectors in high strength concrete", Proceedings of the 2011 World Congress on Advances in Structural Engineering and Mechanics (ASEM'11+), Seoul, South Korea.
  92. Shariati, M., Ramli Sulong, N., Maleki, S. and Arabnejad Kh, M. (2010), "Experimental and analytical study on channel shear connectors in light weight aggregate concrete", Proceedings of the 4th International Conference on Steel & Composite Structures.
  93. Shariati, M., Ramli Sulong, N., Suhatril, M., Shariati, A., Arabnejad Khanouki, M. and Sinaei, H. (2012), "Fatigue energy dissipation and failure analysis of channel shear connector embedded in the lightweight aggregate concrete in composite bridge girders", Fifth International Conference on Engineering Failure Analysis.
  94. Shariati, M., Ramli Sulong, N., Suhatril, M., Shariati, A., Arabnejad Khanouki, M. and Sinaei, H. (2012), "Fatigue energy dissipation and failure analysis of channel shear connector embedded in the lightweight aggregate concrete in composite bridge girders", Fifth International Conference on Engineering Failure Analysis, Hilton Hotel, The Hague, July.
  95. Shariati, M., Ramli Sulong, N.H. and Arabnejad Khanouki, M.M. (2010), "Experimental and analytical study on channel shear connectors in light weight aggregate concrete", Proceedings of the 4th International Conference on Steel & Composite Structures, Sydney, July.
  96. Shariati, M., Ramli Sulong, N.H. and Arabnejad Khanouki, M.M. (2012), "Experimental assessment of channel shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Mater. Des., 34, 325-331. https://doi.org/10.1016/j.matdes.2011.08.008
  97. Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M. and Mahoutian, M. (2011), "Shear resistance of channel shear connectors in plain, reinforced and lightweight concrete", Scientif. Res. Essay., 6(4), 977-983.
  98. Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M. and Shariati, A. (2011), "Experimental and numerical investigations of channel shear connectors in high strength concrete", Proceedings of the 2011 World Congress on Advances in Structural Engineering and Mechanics (ASEM'11+), Seoul, South Korea.
  99. Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M., Shafigh, P. and Sinaei, H. (2011), "Assessing the strength of reinforced concrete structures through Ultrasonic Pulse Velocity and Schmidt Rebound Hammer tests", Scientif. Res. Essay., 6(1), 213-220.
  100. Shariati, M., Ramli Sulong, N.H., Shariati, A. and Khanouki, M.A. (2015), "Behavior of V-shaped angle shear connectors: experimental and parametric study", Mater. Struct., 49(9), 3909-3926.
  101. Shariati, M., Ramli Sulong, N.H., Shariati, A. and Kueh, A.B.H. (2016), "Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study", Constr. Build. Mater., 120, 382-392. https://doi.org/10.1016/j.conbuildmat.2016.05.102
  102. Shariati, M., Ramli Sulong, N.H., Sinaei, H., Arabnejad Khanouki, M.M. and Shafigh, P. (2011), "Behavior of channel shear connectors in normal and light weight aggregate concrete (Experimental and analytical study)", Adv. Mater. Res., 168, 2303-2307. https://doi.org/10.4028/www.scientific.net/AMR.168-170.2303
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  106. Shariati, M., Sulong, N.R., Shariati, A. and Khanouki, M.A. (2016), "Behavior of V-shaped angle shear connectors: experimental and parametric study", Mater. Struct., 49(9), 3909-3926. https://doi.org/10.1617/s11527-015-0762-8
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  108. Shariati, M., Sulong, N.R., Suhatril, M., Shariati, A., Khanouki, M.A. and Sinaei, H. (2012), "Behaviour of C-shaped angle shear connectors under monotonic and fully reversed cyclic loading: An experimental study", Mater. Des., 41, 67-73. https://doi.org/10.1016/j.matdes.2012.04.039
  109. Shariati, M., Tahir, M.M., Wee, T.C., Shah, S.N.R., Jalali, A., Abdullahi, M.A.M. and Khorami, M. (2018), "Experimental investigations on monotonic and cyclic behavior of steel pallet rack connections", Eng. Fail. Anal., 85, 149-166. https://doi.org/10.1016/j.engfailanal.2017.08.014
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  111. Shariati, M., Trung, N.T., Wakil, K., Mehrabi, P., Safa, M. and Khorami, M. (2019), "Moment-rotation estimation of steel rack connection using extreme learning machine", Steel Compos. Stuct., 31(5), 427-435.
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  122. Toghroli, A., Shariati, M., Sajedi, F., Ibrahim, Z., Koting, S., Mohamad, E.T. and Khorami, M. (2018), "A review on pavement porous concrete using recycled waste materials", Smart Struct. Syst., 22(4), 433-440. https://doi.org/10.12989/SSS.2018.22.4.433
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