Non-destructive control data analysis of railroad foundation constructions

The evaluation of the parameters of multi-layered foundations (railroad basis, foundations of railway structures, etc.) plays an important role in ensuring the safe movement of trains. The method of estimating the mechanical and geometric parameters of such foundations based on the solutions of inve...

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Main Authors: Trofimov Alexander, Kuzmenko Albina, Nesterenko Halyna, Avramenko Svitlana, Muzykin Mykhailo, Mormul Nikolaj, Sokhatsky Anatoliy
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_03012.pdf
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spelling doaj-10125d345a1347ce99949cb915a057102021-03-02T09:31:36ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012940301210.1051/matecconf/201929403012matecconf_eot18_03012Non-destructive control data analysis of railroad foundation constructionsTrofimov Alexander0Kuzmenko Albina1Nesterenko Halyna2Avramenko Svitlana3Muzykin Mykhailo4Mormul Nikolaj5Sokhatsky Anatoliy6UCF, Department of Transportation systems and technologiesUCF, Department of Transportation systems and technologiesDNURT, Department of Operational Work ManagementDNURT, Department of Life Activity SafetyDNURT, Department of Life Activity SafetyUCF, Department of Applied Mathematics and InformaticsInstitute of transport system and technologies of National academy of sciences of Ukraine, Department 7The evaluation of the parameters of multi-layered foundations (railroad basis, foundations of railway structures, etc.) plays an important role in ensuring the safe movement of trains. The method of estimating the mechanical and geometric parameters of such foundations based on the solutions of inverse problems for multi-layered elastic packets is proposed. As input data for such problems the measured displacements of certain points on the package surface are used. The method allows estimating the parameters of the a priori distribution of unknown variable parameters, identifying and excluding outliers of the measured data from the created model, and constructing a posteriori estimation of the unknown parameters probability density with acceptable resolution. Proposed method can be used to create a new generation of equipment intended for non-destructive monitoring and estimating of the condition of the railroad basis and the foundations of artificial structures. The appropriate software of such vehicles based on the developed methods of data processing can be developed. The use of such equipment allows to operatively analyzing the state of individual areas of the railroad to decide on the need of repairing or replacing the railroad base or foundation of other elements of railroad infrastructure.https://www.matec-conferences.org/articles/matecconf/pdf/2019/43/matecconf_eot18_03012.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Trofimov Alexander
Kuzmenko Albina
Nesterenko Halyna
Avramenko Svitlana
Muzykin Mykhailo
Mormul Nikolaj
Sokhatsky Anatoliy
spellingShingle Trofimov Alexander
Kuzmenko Albina
Nesterenko Halyna
Avramenko Svitlana
Muzykin Mykhailo
Mormul Nikolaj
Sokhatsky Anatoliy
Non-destructive control data analysis of railroad foundation constructions
MATEC Web of Conferences
author_facet Trofimov Alexander
Kuzmenko Albina
Nesterenko Halyna
Avramenko Svitlana
Muzykin Mykhailo
Mormul Nikolaj
Sokhatsky Anatoliy
author_sort Trofimov Alexander
title Non-destructive control data analysis of railroad foundation constructions
title_short Non-destructive control data analysis of railroad foundation constructions
title_full Non-destructive control data analysis of railroad foundation constructions
title_fullStr Non-destructive control data analysis of railroad foundation constructions
title_full_unstemmed Non-destructive control data analysis of railroad foundation constructions
title_sort non-destructive control data analysis of railroad foundation constructions
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2019-01-01
description The evaluation of the parameters of multi-layered foundations (railroad basis, foundations of railway structures, etc.) plays an important role in ensuring the safe movement of trains. The method of estimating the mechanical and geometric parameters of such foundations based on the solutions of inverse problems for multi-layered elastic packets is proposed. As input data for such problems the measured displacements of certain points on the package surface are used. The method allows estimating the parameters of the a priori distribution of unknown variable parameters, identifying and excluding outliers of the measured data from the created model, and constructing a posteriori estimation of the unknown parameters probability density with acceptable resolution. Proposed method can be used to create a new generation of equipment intended for non-destructive monitoring and estimating of the condition of the railroad basis and the foundations of artificial structures. The appropriate software of such vehicles based on the developed methods of data processing can be developed. The use of such equipment allows to operatively analyzing the state of individual areas of the railroad to decide on the need of repairing or replacing the railroad base or foundation of other elements of railroad infrastructure.
url https://www.matec-conferences.org/articles/matecconf/pdf/2019/43/matecconf_eot18_03012.pdf
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