Stability of the Railway Subgrade under Condition of Its Elements Damage and Severe Environment

Investigation of damages of the subgrade slope in combination with its overwetting and rolling stock loading, which significantly affects safety traffic of the railway transport, has been carried out. The complex method of slope stability estimation of the subgrade is developed, which includes calcu...

Full description

Bibliographic Details
Main Authors: Kovalchuk Vitalii, Sysyn Mykola, Nabochenko Olga, Pentsak Andrii, Voznyak Oleh, Kinter Stepan
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2019/43/matecconf_eot18_03017.pdf
id doaj-2b000866ead64ab6a1c059235c5b3d7f
record_format Article
spelling doaj-2b000866ead64ab6a1c059235c5b3d7f2021-02-02T06:40:21ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012940301710.1051/matecconf/201929403017matecconf_eot18_03017Stability of the Railway Subgrade under Condition of Its Elements Damage and Severe EnvironmentKovalchuk Vitalii0Sysyn Mykola1Nabochenko Olga2Pentsak Andrii3Voznyak Oleh4Kinter Stepan5Dnipro National University of Railway Transport named after Academician V. Lazaryan, Lviv BranchInstitute of Railway Systems and Public Transport, Technical University of DresdenDnipro National University of Railway Transport named after Academician V. Lazaryan, Lviv BranchLviv Polytechnic National UniversityDnipro National University of Railway Transport named after Academician V. Lazaryan, Lviv BranchDnipro National University of Railway Transport named after Academician V. Lazaryan, Lviv BranchInvestigation of damages of the subgrade slope in combination with its overwetting and rolling stock loading, which significantly affects safety traffic of the railway transport, has been carried out. The complex method of slope stability estimation of the subgrade is developed, which includes calculation of loads and vibration action of rolling stock on the main site of the subgrade, as well as the dynamic model of vibrations propagation in the body of the subgrade embankment and the model of plastic deformations accumulation. Dynamic and nonlinear plastic models are based on a finite-element model of the cross section of the subgrade. The plastic model takes into account the characteristics of soil strength of the subgrade, depending on the area of the vibration load impact. The developed method allows to carry out the estimation of external and internal factors impact on occurrence of subgrade destruction, which is of practical value for safety state estimation of the railway transport.https://www.matec-conferences.org/articles/matecconf/pdf/2019/43/matecconf_eot18_03017.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Kovalchuk Vitalii
Sysyn Mykola
Nabochenko Olga
Pentsak Andrii
Voznyak Oleh
Kinter Stepan
spellingShingle Kovalchuk Vitalii
Sysyn Mykola
Nabochenko Olga
Pentsak Andrii
Voznyak Oleh
Kinter Stepan
Stability of the Railway Subgrade under Condition of Its Elements Damage and Severe Environment
MATEC Web of Conferences
author_facet Kovalchuk Vitalii
Sysyn Mykola
Nabochenko Olga
Pentsak Andrii
Voznyak Oleh
Kinter Stepan
author_sort Kovalchuk Vitalii
title Stability of the Railway Subgrade under Condition of Its Elements Damage and Severe Environment
title_short Stability of the Railway Subgrade under Condition of Its Elements Damage and Severe Environment
title_full Stability of the Railway Subgrade under Condition of Its Elements Damage and Severe Environment
title_fullStr Stability of the Railway Subgrade under Condition of Its Elements Damage and Severe Environment
title_full_unstemmed Stability of the Railway Subgrade under Condition of Its Elements Damage and Severe Environment
title_sort stability of the railway subgrade under condition of its elements damage and severe environment
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2019-01-01
description Investigation of damages of the subgrade slope in combination with its overwetting and rolling stock loading, which significantly affects safety traffic of the railway transport, has been carried out. The complex method of slope stability estimation of the subgrade is developed, which includes calculation of loads and vibration action of rolling stock on the main site of the subgrade, as well as the dynamic model of vibrations propagation in the body of the subgrade embankment and the model of plastic deformations accumulation. Dynamic and nonlinear plastic models are based on a finite-element model of the cross section of the subgrade. The plastic model takes into account the characteristics of soil strength of the subgrade, depending on the area of the vibration load impact. The developed method allows to carry out the estimation of external and internal factors impact on occurrence of subgrade destruction, which is of practical value for safety state estimation of the railway transport.
url https://www.matec-conferences.org/articles/matecconf/pdf/2019/43/matecconf_eot18_03017.pdf
work_keys_str_mv AT kovalchukvitalii stabilityoftherailwaysubgradeunderconditionofitselementsdamageandsevereenvironment
AT sysynmykola stabilityoftherailwaysubgradeunderconditionofitselementsdamageandsevereenvironment
AT nabochenkoolga stabilityoftherailwaysubgradeunderconditionofitselementsdamageandsevereenvironment
AT pentsakandrii stabilityoftherailwaysubgradeunderconditionofitselementsdamageandsevereenvironment
AT voznyakoleh stabilityoftherailwaysubgradeunderconditionofitselementsdamageandsevereenvironment
AT kinterstepan stabilityoftherailwaysubgradeunderconditionofitselementsdamageandsevereenvironment
_version_ 1724300833614462976