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...
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2019-01-01
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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 |
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1724300833614462976 |