Authors:
Laith Sh. Rasheed Civil Engineering Department, Faculty of Engineering, University of Kerbala, Iraq

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Laith Mohammed Ridha Mahmmod Civil Engineering Department, Faculty of Engineering, University of Kerbala, Iraq

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Sara Alaa Abed Alameer Civil Engineering Department, Faculty of Engineering, University of Warith Alanbiyaa, Iraq

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Abdulrasool Thamer Abdulrasool Civil Engineering Department, Faculty of Engineering, University of Warith Alanbiyaa, Iraq

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Abstract

In this research, the long-term potential cracking of normal concrete internally cured with clay brick waste as a sustainable approach was investigated. 10% and 15% volume of sand was substituted with corresponding quantity of pre-saturated clay brick waste to enhance the hydration of cement and improve properties of concrete. Four beams internally cured were compared with two control beams. The use of clay brick waste can improve the compressive and splitting tensile strength and also a significant reduction in cracks were observed. Depending on the recorded results, it is demonstrated that the exemplary percentages of clay brick waste to natural fine aggregate was found to be 15%, which developed greatest compressive and splitting tensile strength, and reduce the crack by means of flexural test.

  • [1]

    S. A. Memon, S. F. A. Shah, R. A. Khushnood, and W. L. Baloch, “Durability of sustainable concrete subjected to elevated temperature–A review,” Construct. Building Mater., vol. 199, pp. 435455, 2019.

    • Search Google Scholar
    • Export Citation
  • [2]

    S. Marinković, J. Dragaš, I. Ignjatović, and N. Tošić, “Environmental assessment of green concretes for structural use,” J. Clean. Prod., vol. 154, pp. 633649, 2017.

    • Search Google Scholar
    • Export Citation
  • [3]

    J. Turk, Z. Cotič, A. Mladenovič, and A. Šajna, “Environmental evaluation of green concretes versus conventional concrete by means of LCA,” Waste Manag., vol. 45, pp. 194205, 2015.

    • Search Google Scholar
    • Export Citation
  • [4]

    L. Assi, K. Carter, E. Deaver, R. Anay, and P. Ziehl, “Sustainable concrete: Building a greener future,” J. Clean. Prod., vol. 198, pp. 16411651, 2018.

    • Search Google Scholar
    • Export Citation
  • [5]

    M. Neville and J. J. Brooks, Concrete Technology. United Kingdom: Pearson, Longman Group, 2010.

  • [6]

    S. H. Komastka, B. Kerkhoff, and W. C. Panarese, Design and Control of Concrete Mixtures. USA: Portland Cement Association, 2003.

  • [7]

    ACI 305R-10, Guide to Hot Weather Concreting. Standard by American Concrete Institute, 2010.

  • [8]

    D. P. Bentz, M. A. Peltz, and J. Winpigler, “Early-age properties of cement-based materials, II, Influence of water-to-cement ratio,” J. Mater. Civil Eng., vol. 21, no. 9, pp. 512517, 2009.

    • Search Google Scholar
    • Export Citation
  • [9]

    D. Lootens and D. P. Bentz, “On the relation of setting and early-age strength development to porosity and hydration in cement-based materials,” Cement Concrete Comp., vol. 68, pp. 914, 2016.

    • Search Google Scholar
    • Export Citation
  • [10]

    D. Shen, J. Jiang, J. Shen, P. Yao, and G. Jiang, “Influence of pre-wetted lightweight aggregates on the behavior and cracking potential of internally cured concrete at an early age,” Construct. Build. Mater., vol. 99, pp. 260271, 2015.

    • Search Google Scholar
    • Export Citation
  • [11]

    D. Shen, J. Jiang, Y. Jiao, J. Shen, and G. Jiang, “Early-age tensile creep and cracking potential of concrete internally cured with pre-wetted lightweight aggregate,” Construct. Build. Mater., vol. 135, pp. 420429, 2017.

    • Search Google Scholar
    • Export Citation
  • [12]

    D. Cusson, Z. Lounis, and L. Daigle, “Benefits of internal curing on service life and life-cycle cost of high-performance concrete bridge decks – A case study,” Cement Concrete Comp., vol. 32, no. 5, pp. 339350, 2010.

    • Search Google Scholar
    • Export Citation
  • [13]

    D. Shen, X. Wang, D. Cheng, J. Zhang, and G. Jiang, “Effect of internal curing with super absorbent polymers on autogenous shrinkage of concrete at early age,” Construct. Build. Mater., vol. 106, pp. 512522, 2015.

    • Search Google Scholar
    • Export Citation
  • [14]

    N. M. Fawzi and L. M. R. Mahmmod, “Improvement some properties of concrete with internal curing by using lighweight aggregate,” MSc Thesis, University of Baghdad, 2011.

    • Search Google Scholar
    • Export Citation
  • [15]

    L. S. Rasheed and L. M. R. Mahmmod, “Clay brick waste as internal curing agent in normal weight concrete,” Int. J. Civil Eng., vol. 2, no. 5, pp. 4552, 2013.

    • Search Google Scholar
    • Export Citation
  • [16]

    P. Jongvisuttisun, J. Leisen, and K. E. Kurtis, “Key mechanisms controlling internal curing performance of natural fibers,” Cement Concrete Res., vol. 107, pp. 206220, 2018.

    • Search Google Scholar
    • Export Citation
  • [17]

    A. T. Shareef, L. S. Rasheed, and A. T. Jasim, “The effect of internal curing using crushed brick on the structural behaviours of high performance concrete,” IOP Conf. Ser. Mater. Sci. Eng., vol. 433, Paper no. 012007, 2018.

    • Search Google Scholar
    • Export Citation
  • [18]

    J. Justs, M. Wyrzykowski, D. Bajare, and P. Lura, “Internal curing by superabsorbent polymers in ultra-high performance concrete,” Cement Concrete Res., vol. 76, pp. 8290, 2015.

    • Search Google Scholar
    • Export Citation
  • [19]

    R. Henkensiefken, “Internal Curing in cementitious systems made using saturated lightweight aggregate,” MSc Thesis, Purdue University, India, 2008.

    • Search Google Scholar
    • Export Citation
  • [20]

    G. F. Huseien, K. W. Shah, and A. R. M. Sam, “Sustainability of nanomaterials based self-healing concrete: An all-inclusive insight,” J. Building Eng., vol. 23, pp. 155171, 2019.

    • Search Google Scholar
    • Export Citation
  • [21]

    M. S. Radhi, Z. M. R. A. Rasoul, and L. M. R. Mahmmod, “Utilization of pulverized local wastes for production sustainable reactive powder concrete,” IOP Conf. Ser. Mater. Sci. Eng., vol. 518, Paper no. 022052, 2019.

    • Search Google Scholar
    • Export Citation
  • [22]

    E. Krídlová Burdová and S. Vilčeková, “Building environmental assessment – Waste management,” Pollack Period., vol. 9, no. Suppl, pp. 127139, 2019.

    • Search Google Scholar
    • Export Citation
  • [23]

    ASTM-C150/C150M-20, Standard Specification for Portland Cement. American Society for Testing and Materials, USA, 2015.

  • [24]

    ASTM-C33/C33M-13, Standard Specification for Concrete Aggregates. American Society for Testing and Materials, USA, 2013.

  • [25]

    ASTM-C128-18, Standard Test Method for Relative Density (Specific Gravity) and Absorption of Fine Aggregate. American Society for Testing and Materials, USA, 2015.

    • Search Google Scholar
    • Export Citation
  • [26]

    ACI 211.1-91, Standard Practice for Selecting Proportions for Normal Heavyweight, and Mass Concrete. American Concrete Institute, USA, 1997.

    • Search Google Scholar
    • Export Citation
  • [27]

    M. S. Shetty, Concrete Technology, Theory and Practice, Ram Nagar, New Delhi, S. Chand & Company Ltd, 2000.

  • [28]

    P. K. Mehta and P. J. M. Monteiro, Concrete: Microstructure, Properties, and Materials .USA: McGraw-Hill, 2006.

  • [29]

    Kovács, “Structural performance of steel fiber reinforced concrete, Part IV, Toughness properties,” Int. Rev. Appl. Sci. Eng., vol. 5, no. 2, pp. 119125, 2014.

    • Search Google Scholar
    • Export Citation
  • [30]

    Y. Zhang, X. Li, Y. Zhu, and X. Shao, “Experimental study on flexural behavior of damaged reinforced concrete (RC) beam strengthened by toughness-improved ultra-high performance concrete (UHPC) layer,” Composites, B: Eng., vol. 186, Paper no. 107834, 2020.

    • Search Google Scholar
    • Export Citation
  • [31]

    C. Aydin, O. A. Düzgün, and A. Tortum, “Optimum conditions for steel fibers on the pumice concrete,” Pollack Period., vol. 3, no. 1, pp. 101112, 2008.

    • Search Google Scholar
    • Export Citation
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Senior editors

Editor(s)-in-Chief: Iványi, Amália

Editor(s)-in-Chief: Iványi, Péter

 

Scientific Secretary

Miklós M. Iványi

Editorial Board

  • Bálint Bachmann (Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Jeno Balogh (Department of Civil Engineering Technology, Metropolitan State University of Denver, Denver, Colorado, USA)
  • Radu Bancila (Department of Geotechnical Engineering and Terrestrial Communications Ways, Faculty of Civil Engineering and Architecture, “Politehnica” University Timisoara, Romania)
  • Charalambos C. Baniotopolous (Department of Civil Engineering, Chair of Sustainable Energy Systems, Director of Resilience Centre, School of Engineering, University of Birmingham, U.K.)
  • Oszkar Biro (Graz University of Technology, Institute of Fundamentals and Theory in Electrical Engineering, Austria)
  • Ágnes Borsos (Institute of Architecture, Department of Interior, Applied and Creative Design, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Matteo Bruggi (Dipartimento di Ingegneria Civile e Ambientale, Politecnico di Milano, Italy)
  • Petra Bujňáková (Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Slovakia)
  • Anikó Borbála Csébfalvi (Department of Civil Engineering, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Mirjana S. Devetaković (Faculty of Architecture, University of Belgrade, Serbia)
  • Szabolcs Fischer (Department of Transport Infrastructure and Water Resources Engineering, Faculty of Architerture, Civil Engineering and Transport Sciences Széchenyi István University, Győr, Hungary)
  • Radomir Folic (Department of Civil Engineering, Faculty of Technical Sciences, University of Novi Sad Serbia)
  • Jana Frankovská (Department of Geotechnics, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Slovakia)
  • János Gyergyák (Department of Architecture and Urban Planning, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Kay Hameyer (Chair in Electromagnetic Energy Conversion, Institute of Electrical Machines, Faculty of Electrical Engineering and Information Technology, RWTH Aachen University, Germany)
  • Elena Helerea (Dept. of Electrical Engineering and Applied Physics, Faculty of Electrical Engineering and Computer Science, Transilvania University of Brasov, Romania)
  • Ákos Hutter (Department of Architecture and Urban Planning, Institute of Architecture, Faculty of Engineering and Information Technolgy, University of Pécs, Hungary)
  • Károly Jármai (Institute of Energy and Chemical Machinery, Faculty of Mechanical Engineering and Informatics, University of Miskolc, Hungary)
  • Teuta Jashari-Kajtazi (Department of Architecture, Faculty of Civil Engineering and Architecture, University of Prishtina, Kosovo)
  • Róbert Kersner (Department of Technical Informatics, Institute of Information and Electrical Technology, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Rita Kiss  (Biomechanical Cooperation Center, Faculty of Mechanical Engineering, Budapest University of Technology and Economics, Budapest, Hungary)
  • István Kistelegdi  (Department of Building Structures and Energy Design, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Stanislav Kmeť (President of University Science Park TECHNICOM, Technical University of Kosice, Slovakia)
  • Imre Kocsis  (Department of Basic Engineering Research, Faculty of Engineering, University of Debrecen, Hungary)
  • László T. Kóczy (Department of Information Sciences, Faculty of Mechanical Engineering, Informatics and Electrical Engineering, University of Győr, Hungary)
  • Dražan Kozak (Faculty of Mechanical Engineering, Josip Juraj Strossmayer University of Osijek, Croatia)
  • György L. Kovács (Department of Technical Informatics, Institute of Information and Electrical Technology, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Balázs Géza Kövesdi (Department of Structural Engineering, Faculty of Civil Engineering, Budapest University of Engineering and Economics, Budapest, Hungary)
  • Tomáš Krejčí (Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic)
  • Jaroslav Kruis (Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic)
  • Miklós Kuczmann (Department of Automations, Faculty of Mechanical Engineering, Informatics and Electrical Engineering, Széchenyi István University, Győr, Hungary)
  • Tibor Kukai (Department of Engineering Studies, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Maria Jesus Lamela-Rey (Departamento de Construcción e Ingeniería de Fabricación, University of Oviedo, Spain)
  • János Lógó  (Department of Structural Mechanics, Faculty of Civil Engineering, Budapest University of Technology and Economics, Hungary)
  • Carmen Mihaela Lungoci (Faculty of Electrical Engineering and Computer Science, Universitatea Transilvania Brasov, Romania)
  • Frédéric Magoulés (Department of Mathematics and Informatics for Complex Systems, Centrale Supélec, Université Paris Saclay, France)
  • Gabriella Medvegy (Department of Interior, Applied and Creative Design, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Tamás Molnár (Department of Visual Studies, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Ferenc Orbán (Department of Mechanical Engineering, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Zoltán Orbán (Department of Civil Engineering, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Dmitrii Rachinskii (Department of Mathematical Sciences, The University of Texas at Dallas, Texas, USA)
  • Chro Radha (Chro Ali Hamaradha) (Sulaimani Polytechnic University, Technical College of Engineering, Department of City Planning, Kurdistan Region, Iraq)
  • Maurizio Repetto (Department of Energy “Galileo Ferraris”, Politecnico di Torino, Italy)
  • Zoltán Sári (Department of Technical Informatics, Institute of Information and Electrical Technology, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Grzegorz Sierpiński (Department of Transport Systems and Traffic Engineering, Faculty of Transport, Silesian University of Technology, Katowice, Poland)
  • Zoltán Siménfalvi (Institute of Energy and Chemical Machinery, Faculty of Mechanical Engineering and Informatics, University of Miskolc, Hungary)
  • Andrej Šoltész (Department of Hydrology, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Slovakia)
  • Zsolt Szabó (Faculty of Information Technology and Bionics, Pázmány Péter Catholic University, Hungary)
  • Mykola Sysyn (Chair of Planning and Design of Railway Infrastructure, Institute of Railway Systems and Public Transport, Technical University of Dresden, Germany)
  • András Timár (Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Barry H. V. Topping (Heriot-Watt University, UK, Faculty of Engineering and Information Technology, University of Pécs, Hungary)

POLLACK PERIODICA
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Pollack Periodica
Language English
Size A4
Year of
Foundation
2006
Volumes
per Year
1
Issues
per Year
3
Founder Faculty of Engineering and Information Technology, University of Pécs
Founder's
Address
H–7624 Pécs, Hungary, Boszorkány utca 2.
Publisher Akadémiai Kiadó
Publisher's
Address
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Publisher
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ISSN 1788-1994 (Print)
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