بررسی مشخصات مکانیکی و دوام بتن با تایر بازیافتی به همراه زئولیت
  •   آرشیو : بهار 1400
  •   نوع مقاله : پژوهشی
  •   کد پذیرش : 1383
  •   موضوع : سایر موضوعات مرتبط
  • نویسنده/گان : یگانه عربلو
  •   کلید واژه : مشخصات مکانیکی، دوام، تایر بازیافتی، زئولیت
  •   مراجع :
    [1] Arezoumandi, M., & Volz, J. S. (2013). A comparative study of the mechanical properties, fracture behavior, creep, and shrinkage of high-volume fly ash concrete. Journal of Sustainable Cement-Based Materials, 2(3-4), pp.173-185.
    [2] Asgari, A., Ghorbanian, T., Yousefi, N., Dadashzadeh, D., Khalili, F., Bagheri, A., ... & Mahvi, A. H. (2017). Quality and quantity of construction and demolition waste in Tehran. Journal of Environmental Health Science and Engineering, pp.1-8 .
    [3] Sabet, F. A., Libre, N. A., & Shekarchi, M. (2013). Mechanical and durability properties of self consolidating high performance concrete incorporating natural zeolite, silica fume and fly ash. Construction and Building Materials, 44, pp.175-184.
    [4] Topcu, B, (1995), "the properties of rubberized concrete", cement and concrete research, vol. 25, No. 2, pp. 304-310.
    [5] Kiacher Behfrania, Mohsen Hasanzadeh and colleagues (2009). "Investigating the Mechanical Properties of Concrete Containing Tire Rubber Powders". Conference Center of National Documentation and Library of Iran
    [6] Najimi, Meysam; Sobhani, Jafar; Ahmadi, Babak; Shekarchi, Mohammad; (2012) "An experimental study on durability properties of concrete containing zeolite as a highly reactive natural pozzolan", Construction and Building Materials 35, pp. 1023-1033.
    [7] Vaičiukynienė, Danutė, Gintautas Skipkiūnas, Vytautas Sasnauskas, and Mindaugas Daukšys. (2012) "Cement compositions with modified hydrosodalite." chemija 23, No. 3, pp.147-154.
    [8] Somna, R., Jaturapitakkul, C., & Amde, A. M. (2012). Effect of ground fly ash and ground bagasse ash on the durability of recycled aggregate concrete. Cement and Concrete Composites, 34(7), pp. 848-854.
    [9] Onuaguluchi, O., & Panesar, D. K. (2014). Hardened properties of concrete mixtures containing pre-coated crumb tire and silica fume. Journal of Cleaner Production, 82, pp.125-131.‏
    [10] Eskandari, Hossein, Mohammad Vaghefi, and Koorosh Kowsari. (2015) "Investigation of Mechanical and Durability Properties of Concrete Influenced by Hybrid Nano Silica and Micro Zeolite." Procedia Materials Science 11, pp.594-599.
    [11] Thomas, B. S., Gupta, R. C., & Panicker, V. J. (2016). Recycling of waste tire tire as aggregate in concrete: durability-related performance. Journal of Cleaner Production, 112, pp. 504-513.‏
    [12] Nagrockiene, Dzigita, and Giedrius Girskas. (2016) "Research into the properties of concrete modified with natural zeolite addition." Construction and Building Materials 113, pp. 964-969.
    [13] ASTM C29-11, (2011), Standard test method for bulk density (unit weight) and voids in aggregate. West Conshohocken, PA: ASTM International; 2009
    [14] ASTM C150/C150M-11. Standard specification for Portland cement. Annual book of ASTM standards, vol. 04.01. Philadelphia (USA): American Society for Testing and Materials; 2011.
    [15] ACI Committee 211. (1992). Standard Practice for Selecting Proportions for Structural Lightweight Concrete (ACI 211.2-91). American Concrete Institute.‏
    [16] ASTM C39/C39M-1. Standard test method for compressive strength of cylindrical concrete specimens. Annual book of ASTM standards, vol. 04.02. Philadelphia (USA): American Society for Testing and Materials; 2009.
    [17] ASTM C496/C496M-11. (2011). Standard Specification for Splitting Tensile Strength of Cylindrical Concrete Specimens. ASTM International, West Conshohohocken, PA.
    [18] http://bme.t.u-tokyo.ac.jp/researches/detail/concreteDB/index.html.
    [19] Minitab 17 Statistical Software [Computer software]. Incorporation,Minitab.
    [20] American Concrete Institute ACI Committee. (2008). “Building code requirements for structural concrete ACI 318-08 and commentary 318R-08.” Farmington Hills, MI, USA: American Concrete Institute.
    [21] European Committee for Standardization. Eurocode No. 2, (2005). “Design of concrete structures. Part 1: General Rules and Rules for Buildings”.
    [22] Standards Australia. (2009). “Concrete structures.” AS 3600, Sydney, Australia.
    [23] Japan Society of Civil Engineers,.(2005). “Standard Specification for Concrete Structure” Japanese Society of Civil Engineering No. 15, Tokyo, Japan.
    [24] AASHTO T358-15, “ Standard method of test for surface resistivity Indication of concretes Ability to resist chloride Ion penetration”, AASHTO 2006.
    [25] AASHTO TP 64-03, “ Standard Method of Test for predicting chloride penetration of hydraulic cement concrete by the rapid migration procedure.”
    [26] Nordtest, C. (1999). Mortar and Cement-Based Repair Materials: Chloride Migration Coefficient from Non-steady-state Migration Experiments (NT BUILD 492). Taastrupl, Denmark.‏
  •  صفحات : 103-120
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