To provide resistance of ballasted section (on weak basis) during railway modernization

Authors

  • A. V. Nikolaichuk Ltd. "Hydro protection”, Ukraine
  • I. P. Hameliak Kyiv, NTU, Ukraine
  • A. S. Lytvynenko Kyiv, DerzhdorNDI, Ukraine
  • I. V. Liakhovyi Kiev , South-Western Railway of Ukraine, Ukraine
  • H. V. Zhurba Ltd. «Euroizol-Geosynthetics»,

DOI:

https://doi.org/10.15802/stp2011/6830

Keywords:

ballast prism on weak basis, geosynthetics, strengthening the soils of basement and slopes of deep embankments

Abstract

In the article the issue of provision of stability of road bed on weak basis with application of geosynthetics is considered. Due to calculations of earthfill with bearing capacity, deformations and stability the substantiated application of geosynthetics to strengthen the soils of basement and slopes of deep embankments is possible.

Author Biographies

A. V. Nikolaichuk, Ltd. "Hydro protection”

А. В. Ніколайчук

I. P. Hameliak, Kyiv, NTU

І. П. Гамеляк

A. S. Lytvynenko, Kyiv, DerzhdorNDI

С. А. Литвиненко

I. V. Liakhovyi, Kiev , South-Western Railway of Ukraine

І. В. Ляховий

H. V. Zhurba, Ltd. «Euroizol-Geosynthetics»

Г. В. Журба

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Published

2011-09-25

How to Cite

Nikolaichuk, A. V., Hameliak, I. P., Lytvynenko, A. S., Liakhovyi, I. V., & Zhurba, H. V. (2011). To provide resistance of ballasted section (on weak basis) during railway modernization. Science and Transport Progress, (38), 157–161. https://doi.org/10.15802/stp2011/6830

Issue

No. 38 (2011): ISSUE 38

Section

TRANSPORT CONSTRUCTION

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