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Finite-element analysis of strengthening the subgrade on the basis of boring and mixing technology

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
One of the effective techniques to strengthen the subgrade is boring and mixing technology, which is based on the immersion of vertical elements – piles into the subgrade. This method of strengthening significantly affects the stress state of the track superstructure. Two options of the placement of strengthening elements are examined in this paper. To determine the influence of position of strengthening elements on the stress state of the track superstructure, appropriate finite-element models were created. The models fully reflect the geometric and deformation characteristics of a real subgrade, which is strengthened by piles. The calculated stress state of the track superstructure is shown and analyzed in this paper. The main contribution of the paper lies in optimization of the geometric parameters of the technology to reduce the stress state of the "track superstructure–subgrade–soil basement" system. The results show that the location of piles near the rails is more effective than the location of piles near the ballast section.
Czasopismo
Rocznik
Strony
189--197
Opis fizyczny
Bibliogr. 21 poz.
Twórcy
  • Dnipro National University of Railway Transport named after Academician V. Lazaryan, Lazaryan St. 2, 49010, Dnipro, Ukraine
  • Dnipro National University of Railway Transport named after Academician V. Lazaryan, Lazaryan St. 2, 49010, Dnipro, Ukraine
autor
  • Czech Technical University in Prague, Faculty of Mechanical Engineering, Technická 4, 166 07, Prague 6, Czech Republic
Bibliografia
  • 1. Petrenko, V.D. & Sviatko, I.O. Simulation of Subgrade Embankment on Weak Base. Science and Transport Progress. 2015. Vol. 4(58). P. 198-204.
  • 2. Dell’Acqua, G. & De Luca, M. & Giacomo Prato, C. & Prentkovskis, O. & Junevičius, R. The impact of vehicle movement on exploitation parameters of roads and runways: a short review of the special issue. Transport. 2016. Vol. 31(2). P. 127-132.
  • 3. Kardas-Cinal, E. & Gągorowski, A. Application of Statistical Analysis to Investigate the Relation Between Road Roughness and Vehicle Vibrations. In: Proceedings of 23rd International Scientific Conference Transport Means 2019. Pt. I. Palanga, 2019. P. 285-289.
  • 4. Kalivoda, J. & Bauer, P. Mechatronic Bogie for Roller Rig Tests. In: The Dynamics of Vehicles on Roads and Tracks – Proceedings of the 24th Symposium of the International Association for Vehicle System Dynamics. IAVSD 2015. Graz. 2015. P. 899-908.
  • 5. Goolak, S. & Gubarevych, O. & Yermolenko, E. & Slobodyanyuk, M. & Gorobchenko, O. Mathematical modeling of an induction motor for vehicles. Eastern-European Journal of Enterprise Technologies. 2020. Vol. 2(2-104). P. 25-34.
  • 6. Fomin, O. & Lovska, A. Establishing patterns in determining the dynamics and strength of a covered freight car, which exhausted its resource. Eastern-European Journal of Enterprise Technologies. 2020. Vol. 6/7(108). P. 21-29.
  • 7. Bondarenko, I. & Lunys, O. & Neduzha, L. & Keršys, R. Dynamic track irregularities modeling when studying rolling stock dynamics. In: Proceedings of 23rd International Scientific Conference Transport Means 2019. Pt. II. Palanga. 2019. P. 1014-1019.
  • 8. Hauser, V. & Nozhenko, O.S. & Kravchenko, K.O. & Loulová, M. & Gerlici, J. & Lack, T. Impact of wheelset steering and wheel profile geometry to the vehicle behavior when passing curved track. Manufacturing Technology. 2017. Vol. 17(3). P. 306-312.
  • 9. Hezentsvei, Yu. & Bannikov, D. Effectiveness Evaluation of Steel Strength Improvement for Pyramidal-Prismatic Bunkers. Eureka: Physics and Engineering. 2020. Vol. 2(27). P. 30-38.
  • 10. Kurhan, D.M. Features of perception of loading elements of the railway track at high speeds of the movement. Science and Transport Progress. 2015. Vol. 2(56). P. 136-145.
  • 11. Ižvolt, L. & Dobeš, P. & Pultznerová, A. Monitoring of moisture changes in the construction layers of the railway substructure body and its subgrade. Procedia Engineering. 2016. Vol. 161. P. 1049-1056.
  • 12. Zhu, Y. & Ishikawa, T. & Subramanian, S. S. & Luo, B. Early warning system for rainfall- and snowmelt-induced slope failure in seasonally cold regions. Soils and Foundations. 2021. Vol. 61(1). P. 198-217.
  • 13. Rehak, D. & Patrman, D. & Brabcová, V. & Dvořák, Z. Identifying critical elements of road infrastructure using cascading impact assessment. Transport. 2020. Vol. 35(3). P. 300-314.
  • 14. Elliott, R.P. & Dennis, N.D. & Qiu, Y. Permanent Deformation of Subgrade Soils. Fayetteville: Mack-Blackwell Transportation Center. 1998. 216 p.
  • 15. Bruce, D. An introduction to the deep soil mixing methods as used in geotechnical applications. Dept. of Transportation, Federal Highway Administration. 2000. 143 p.
  • 16. Zotsenko, N. & Vynnykov, Yu. & Zotsenko, V. Soil-cement piles by boring-mixing technology. Energy, energy saving and rational nature use. Oradea University Press. 2015. P. 192-253.
  • 17. Pshinko, O. & Petrenko, V. & Tiutkin, A. & Andrieiev, V. & Gubar, A. & Ihnatenko, D. & Markui, R. Comparative analysis of calculation results of supporting structure of soil-cement piles. In: Proceedings of 23rd International Scientific Conference Transport Means 2019. Pt. II. Palanga, 2019. P. 820-828.
  • 18. Tiutkin, O. & Keršys, R. & Neduzha, L. Research of the strained state in the "subgrade – base" system at the variation of deformation parameters. In: Proceedings of 24th International Scientific Conference Transport Means 2020. Pt. I. Kaunas, 2020. P. 446-451.
  • 19. Iwański, M. & Chomicz-Kowalska, A. Application of the foamed bitumen and bitumen emulsion to the road base mixes in the deep cold recycling technology. Baltic Journal of Road and Bridge Engineering. 2016. Vol. 11(4). P. 291-301.
  • 20. Šiukščius, A. & Vorobjovas, V. & Vaitkus, A. & Mikaliūnas, Š. & Zarinš, A. Long term behaviour of an asphalt pavement structure constructed on a geogrid-reinforced subgrade over soft soils. Baltic Journal of Road and Bridge Engineering. 2019. Vol. 14(3). P. 384-404.
  • 21. Zaytsev, A. & Petryaev, A. & Černiauskaite L. Environmental Sustainability Through the Geosynthetics Application at of the Subgrade on Weak Foundation Soils. In: 12th – ITELMS’2018. Panevėžys, 2018. P. 299-303.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-2b34cd20-f9ae-4652-ad96-047f622967fb
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