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Application of similarity method of distance courses describing the elements content in cement concrete after 50 forced thermal cycles

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EN
Abstrakty
EN
The article presents material solution based on the application of ceramic dust as concrete mix component intended for airfield pavements. The applied dust influences the changes in internal structure of concrete composite. Diversification of internal microstructure of cement concrete using the suggested dust has significant influence on the improvement of compressive strength. The laboratory analyses included concretes curing in standard conditions and concretes subject to thermal cycles representing the destructive influence of imposed loading. Comparative SEM observations of concretes subject to 50 thermal cycles proved significant influence of dust on internal structure of composite. In the study 6 samples were selected, which, each time, were intended for the laboratory tests. The applied similarity analysis of distance courses in case of this concrete. Similarity indexes between input and target sequence were defined. Diagrams presenting the similarity of the analysed concretes were prepared (after 28 days of curing and after 50 thermal cycles). It was proved that the suggested method can be used to assess the elements content and define the similarity of concrete intended for airfield pavements in the selected of areas (cement matrix, contact area between fine aggregate and cement matrix, contact area between coarse aggregate and cement matrix and contact area between air voids and cement matrix).
Twórcy
  • Kielce University of Technology Faculty of Civil Engineering and Architecture Department of Transportation Engineering Tysiąclecia Państwa Polskiego Street 7, 25-314 Kielce, Poland tel.: +48 41 3424844
Bibliografia
  • [1] Linek, M., Application of ceramic dust as a modifier reducing the extent of rheological deformations in airfield pavement concrete, MATEC Web of Conferences 163, 2018.
  • [2] Linek, M., Application of similarity method of distance courses describing the elements content in concrete intended for airfield pavements, Journal of KONES Powertrain and Transport, Vol. 24, No. 4, pp. 385-392, 2017.
  • [3] Linek, M., Application of similarity method of distance courses describing the elements content in cement concrete after frost resistance test, Journal of KONES Powertrain and Transport, Vol. 25, No. 3, pp. 331-337, 2018.
  • [4] Linek, M., Surface concrete with improved parameters of physical and mechanical on the loads caused by forced temperature, PhD Thesis, Kielce 2013.
  • [5] NO 17-A204:2015, Airfield concrete pavements – Requirements and test methods for cement concrete pavements, Polish Standard.
  • [6] PN-EN 197-1:2012, Cement, part 1: Composition, specyfications and conformity criteria for common cements, Polish Standard.
  • [7] PN-EN 1008:2004, Mixing water for concrete – Specification for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete, Polish Standard.
  • [8] PN-EN 12390-1:2013, Testing hardened concrete – Part 1: Shape, dimensions and other requirements for specimens and moulds, Polish Standard.
  • [9] PN-EN 12390-2:2011, Testing hardened concrete – Part 2: Making and curing speciments for strength tests, Polish Standard.
  • [10] PN-EN 12390-3:2011, Testing hardened concrete – Part 3: Compressive strength of test specimens, Polish Standard.
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-e4a34c69-2596-4d0d-abd7-29e98b6a214a
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