COMPARATIVE ANALYSIS OF THE STRESS-STRAIN STATE OF THE TWO VARIANTS OF REINFORCEMENT DESIGN SUBGRADE

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
  • A. M. M. Alkhdur Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine

DOI:

https://doi.org/10.15802/stp2009/13606

Keywords:

comparative analysis, stress-strain state, strengthening the structure, subgrade

Abstract

In the article the results of comparative analysis of two variants of the ground bed strengthening are presented. The mathematical simulation conducted on the basis of finite-element method has given a possibility to testify that both variants of strengthening influence positively on the stressed-and-strained state of the ground bed.

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

A. M. M. Alkhdur, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

A. M. M. Alkhdur

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Published

2009-10-25

How to Cite

Petrenko, V. D., Huzchenko, V. T., Tiutkin, O. L., & Alkhdur, A. M. M. (2009). COMPARATIVE ANALYSIS OF THE STRESS-STRAIN STATE OF THE TWO VARIANTS OF REINFORCEMENT DESIGN SUBGRADE. Science and Transport Progress, (29), 107–111. https://doi.org/10.15802/stp2009/13606

Issue

No. 29 (2009): ISSUE 29

Section

TRANSPORT CONSTRUCTION

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