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Statistical analysis of mechanical properties on the example of aggregates of Carpathian sandstones

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The constantly growing, broadly understood, construction industry requires the use of a large amount of aggregates. The construction of roads, motorways, railway lines and hydrotechnical structures requires the use of aggregates of high quality, which is primarily determined by mechanical properties. The basic parameters describing mechanical properties of aggregates are the Los Angeles (LA) fragmentation resistance coefficient and the Micro-Deval (MDE) abrasion resistance coefficient. The LA and MDE coefficients depend mainly on the type of rock and its physical and mechanical properties. This has been thoroughly researched and documented as evidenced by the abundant literature in the field. However, the correlation between LA and MDE coefficients still gives rise to extensive discussions and some concerns. A number of publications demonstrate dependencies for various types of aggregates. Therefore, research was undertaken to present statistical analysis for one type of aggregate and one geological area. This article presents the results of the fragmentation resistance test in the Los Angeles drum and the abrasion resistance test in the Micro-Deval drum of aggregates from Carpathian sandstone deposits. Aggregate samples were divided into three groups according to the location of the deposits and the tectonic unit from which they originated. The obtained results were subjected to static analysis to fit the best mathematical function describing the relationship between the two parameters.
Wydawca
Rocznik
Strony
366--375
Opis fizyczny
Bibliogr. 30 poz., rys., tab.
Twórcy
  • AGH University of Science and Technology, Cracow, Poland
  • AGH University of Science and Technology, Cracow, Poland
Bibliografia
  • [1] Ajalloeian R., Kamani M., An investigation of the relationship between Los Angeles abrasion loss and rock texture for carbonate aggregates. Bulletin of Engineering Geology and the Environment. 2017, 78(3), 1555–1563.
  • [2] Backman C., Hobeda P., The performance of aggregates in a single surface dressing, subjected to wear by studded tyres. Biulletin of the International Association of Engineering Geology. 1984, 30, 11-16.
  • [3] Bromowicz J., Figarska-Warchoł B., Stones decorative and architectural south-eastern Polish - deposits, resources, prospects of operation, economy Mineral- Mineral Resources Management 2012, 28(3), 5-22.
  • [4] Capik M., Osman Yilmaz A., Modeling of Micro Deval abrasion loss based on some rock properties. Journal of African Earth Sciences. 2017, 134, 549-556.
  • [5] Chowaniec J., Hydrogeology study of the western part of the Polish Carpathians. Biuletyn Państwowego Instytutu Geologicznego. 2009.
  • [6] Cooley L. A., James R. S., Micro-Deval testing of aggregates in the Southeast. Transportation Research Record Journal of the Transportation Research Board. 2003, 1837(1), 2 – 26.
  • [7] Cuelho E., Mokwa R., Obert K., Comparative Analysis Of Coarse Surfacing Aggregate Using Microdeval, L.A. Abrasion And Sodium Sulfate Soundness Tests. Final Report Western Transportation Institute College of Engineering Montana State University – Bozeman. 2007.
  • [8] Durmekova T., Grega D., Tornyai R., A high potential of the micro-Deval test in rock quality assessment. Acta Geologica Slovaca. 2019, 11(1), 1-9.
  • [9] Erichsen E., Ulvik A., Sævik K., Mechanical Degradation of Aggregate by the Los Angeles-, the Micro-Deval- and the Nordic Test Methods. Rock Mech Rock Eng. 2011, 44, 333–337.
  • [10] Figarska-Warchoł B., Stańczak G., The effect of petrographic diversity of the Krosno Sandstones on their physico-mechanical properties in the Górka-Mucharz and Skawce deposits (Beskid Mały Mountains). Zeszyty Naukowe Instytutu Gospodarki Surowcami Mineralnymi i Energią Polskiej Akademii Nauk. 2016, 96, 37–56.
  • [11] Góralczyk S., Kukielska D., Jakość kruszyw krajowych. Górnictwo i Geoinżynieria. 2010, 34(4), 211-224.
  • [12] Hydzik-Wiśniewska J., Pękala A., The Evaluation Of The Physico-Mechanical Properties of Selected Carpathian Sandstones in Terms of Their Use as a Armourstone. Arch. Min. Sci. 2019, 64(1), 65-77.
  • [13] Hydzik-Wiśniewska J., Wilk A., Bednarek Ł., Olesiak S., Mixture of crushed-stone aggregate as material for substructure layers. Studia Geotechnica et Mechanica. 2018, vol. 40(2), 154–162.
  • [14] Kahraman S., Gunaydin O., Empirical methods to predict the abrasion resistance of rock aggregates, Bull Eng Geol Environ. 2007, 66, 449–455.
  • [15] Liu J., Zhao S., Mullin A., Laboratory assessment of Alaska aggregates using Micro-Deval test Front. Struct. Civ. Eng. 2017, 11(1), 27–34.
  • [16] Oszczypko N., Ślączka A. & Żytko K., Regionalizacja tektoniczna Polski – Karpaty zewnętrzne i zapadlisko przedkarpackie. Przegląd Geologiczny. 2008, 56(10). 927–935.
  • [17] PN-EN 1097-1 Badania mechanicznych i fizycznych właściwości kruszyw - Część 1: Oznaczanie odporności na ścieranie (mikro-Deval).
  • [18] PN-EN 1097-2 Badania mechanicznych i fizycznych właściwości kruszyw - Część 2: Metody oznaczania odporności na rozdrabnianie.
  • [19] Pszonka J., Petrographic analysis of mineral resources using cathodoluminescence with regard to the Cergowa sandstones (Outer Carpathians). Zeszyty Naukowe Instytutu Gospodarki Surowcami Mineralnymi i Energią Polskiej Akademii Nauk, 2015, 89, 5-18.
  • [20] Radwanek-Bąk B., Management of rock raw material resources in the polish Carpathians on sustainable development conditioning. Works of the Polish Geological Institute CLXXXII. 2005
  • [21] Rangaraju P. R., Edlinski J., Comparative Evaluation of Micro- Deval Abrasion Test with Other Toughness/Abrasion Resistance and Soundness Tests. Journal Of Materials In Civil Engineering. 2008, 20(5), 343-351.
  • [22] Shakoor A., Brown C. L., Development of a quantitative relationship between unconfined compressive strength and los angeles abrasion loss for carbonate rocks. Bulletin of the International Association of Engineering Geology. 1996, 53, 97-103.
  • [23] Sikora R., Structural control on the initiation and development of the Biała Wisełka Landslide Complex (Silesian Beskid, Outer Carpathians, Southern Poland). Geology, Geophysics & Environment. 2018, 44(1), 31 – 48.
  • [24] Skrzyński E., Nowe wymagania dla podsypki kolejowej. Problemy Kolejnictwa. 2007, 145, 43-62.
  • [25] Teymen A., Estimation of Los Angeles abrasion resistance of igneous rocks from mechanical aggregate properties. Bulletin of Engineering Geology and the Environment. 2019, 78(2), 837- 846.
  • [26] Tӧrӧk A., Czinder B., Relationship between density, compressive strength, tensile strength and aggregate properties of andesites from Hungary. Environ Earth Sci. 2017, 76(18), 639-653.
  • [27] Tӧrӧk A., Los Angeles and Micro-Deval Values of Volcanic Rocks and Their Use as Aggregates, Examples from Hungary. Chapter 23 in Engineering Geology for Society and Territory - Volume 5. Publisher: Springer International Publishing. 2015, 115-118.
  • [28] Ugur I., Demirdag S., Yavuz H., Effect of rock properties on the Los Angeles abrasion and impact test characteristics of the aggregates. Materials Characterization. 2010, 61, 90 – 96.
  • [29] Wang D., Wang H., Bu Y., Schulze C., Oeser M., Evaluation of aggregate resistance to wear with Micro-Deval test in combination with aggregate imaging techniques, Wear. 2015, 338-339, 288–296.
  • [30] Żytko K., Zając R., Gucik S., Ryłko W., Oszczypko N., Garlicka I.,Nemčok J., Elias M., Mencik E. & Stranik Z., Map of tectonic elements of the Western Outer Carpathians and their Foreland. [in:] Poprawa D. & Nemčok J. (eds.), Geological Atlas of the Western Carpathians and their Foreland, Państwowy Instytut Geologiczny. 1988.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-0f225f4a-d861-4ba5-a54a-ae353ff0121a
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