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The use and effectiveness of highway landing strip construction in Poland

Autorzy
Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The efficiency of maintaining road pavements in good condition in Poland, and, in particular, maintaining their good technical condition, depends mainly on the availability of financial resources and conducting ongoing works related to road operation and maintenance. Selected European countries, including Poland, reactivated the concept of reconstruction and use of highway landing strips. Based on the analysis of the technical parameters of a newly built highway landing strip, this publication presents, using the finite element method (FEM), the verification of the technical parameter values potentially resulting from the maximum load caused by a C-130 Hercules aircraft.
Rocznik
Tom
Strony
65--75
Opis fizyczny
Bibliogr. 15 poz.
Twórcy
  • Polish Air Force University, Dywizjonu Street 303, 3508-521 Dęblin
Bibliografia
  • 1. Beljatynskij Andrey, Nina Kuzhel, Olegas Prentkovskis, Olena Bakulich, Irina Klimenko. 2009. “The criteria describing the need for highway reconstruction based on the theory of traffic flows and repay time”. Transport 24(4): 308-317.
  • 2. Dacko M., Brodzik R. 2007. „Numerical analysis of concrete doweled airport panels”. Drogownictwo 6.
  • 3. EN 206:2014 Concrete - requirements, properties, production and compliance.
  • 4. General Directorate for National Roads and Motorways. Report on the technical condition of national roads at the end of 2017. Warsaw, March 2017.
  • 5. Kozuba J., Kunert O. 2016. "Strategic management of motivation and salaries at airports". Proceedings of the International Scientific Conference "Transport Means 2016". ISSN 1822-296X / ISSN 2351-7034. October 5-7, 2016. Book 1. P. 216-223.
  • 6. Krayushkina Kateryna, Olegas Prentkovskis, Andrii Bieliatynskyi, Raimundas Junevičius. 2012. “Use of steel slags in automobile road construction”. Transport 27(2): 129-137.
  • 7. Matić B., D. Matić, D. Ćosić, S. Sremac, G. Tepić, P. Ranitović. 2013. „A model for the pavement temperature prediction at specified depth”. Metalurgija 52(4): 505-508.
  • 8. Matić B., D. Matić, S. Sremac, N. Radović, P. Vidikant. 2014. „A model for the pavement temperature prediction at specified depth using neural networks”. Metalurgija 53(4): 665-667.
  • 9. Mucka Peter, George Juraj Stein, Peter Tobolka. 2019. „Passsenger ride comfort and international roughness index specifications in the Slovak Republic”. Komunikacie (Communications - Scientific Letters of the University of Zilina) 21(1): 14-21. ISSN: 1335-4205.
  • 10. National Road Construction Program for 2014-2023 (with perspective up to 2025).
  • 11. Nita P. 2005. Concrete airport pavements - Theory and structural dimensioning. Warsaw: ITWL.
  • 12. Rydzkowski W., Wojewódzka-Król K. (Eds.). 2010. Transport problems in the enlarged EU. Warsaw: PWN.
  • 13. Sheng Li, Zhaohui Liu. 2012. „Study on crack extension of the AC layer of CRC+AC composite pavement”. Mechanika 18(2): 141-147. ISSN 1392-1207.
  • 14. Szydło A. Polish experience with concrete surfaces without transverse joints. Budownictwo IV-VI 2007.
  • 15. Transport and innovation. Towards a view on the role of public policy. OECD/ITF Transport Research Committee, 2010.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-3ce5a728-44b3-4354-8ace-3fcec51f7697
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