Numerical analysis of stress-strain state of the railway embankment with options for strengthening its design

Authors

  • V. D. Petrenko Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine
  • V. T. Huzchenko Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine
  • O. L. Tiutkin Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine

DOI:

https://doi.org/10.15802/stp2008/16301

Keywords:

numerical analysis, stress-strain state, railway embankment

Abstract

In the article the results of numerical analysis of tensions and deformations of railway embankment with the variants of its strengthening by reinforced concrete plates and compensative layer are presented.

Author Biographies

V. D. Petrenko, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

V. D. Petrenko

V. T. Huzchenko, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

V. T. Huzchenko

O. L. Tiutkin, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

O. L. Tiutkin

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Published

2008-04-25

How to Cite

Petrenko, V. D., Huzchenko, V. T., & Tiutkin, O. L. (2008). Numerical analysis of stress-strain state of the railway embankment with options for strengthening its design. Science and Transport Progress, (21), 150–158. https://doi.org/10.15802/stp2008/16301

Issue

No. 21 (2008): ISSUE 21

Section

TRANSPORT CONSTRUCTION

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