A Discrete Model of Rock-Soil Medium Response in the Determination of Horizontal Strain Values

This paper presents a method for determining the standard deviation and variation coefficient for both the predicted and measured values of horizontal strain that were caused by underground mining operations. The solution was based on a discrete model of the rock–soil medium response to the effects...

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Autores principales: Anton Sroka, Rafał Misa, Krzysztof Tajduś, Mateusz Dudek, Yue Jiang, Yan Jiang, Dawid Mrocheń
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Lenguaje:EN
Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:558937430cf54f73ab07427bbea009c82021-11-11T15:06:24ZA Discrete Model of Rock-Soil Medium Response in the Determination of Horizontal Strain Values10.3390/app1121100222076-3417https://doaj.org/article/558937430cf54f73ab07427bbea009c82021-10-01T00:00:00Zhttps://www.mdpi.com/2076-3417/11/21/10022https://doaj.org/toc/2076-3417This paper presents a method for determining the standard deviation and variation coefficient for both the predicted and measured values of horizontal strain that were caused by underground mining operations. The solution was based on a discrete model of the rock–soil medium response to the effects of mining operations. The “elementary horizontal strain increment” variable was random and could be described using the normal distribution. It was also assumed that the average horizontal strain values could be described using the solution given by Budryk and Knothe. The obtained solution allows for a much more comprehensive analysis of the results of deformation forecasts that are obtained with a view toward the protection of buildings that are located on the surface.Anton SrokaRafał MisaKrzysztof TajduśMateusz DudekYue JiangYan JiangDawid MrocheńMDPI AGarticlehorizontal strainvariation coefficientdiscrete modelsurface deformationsTechnologyTEngineering (General). Civil engineering (General)TA1-2040Biology (General)QH301-705.5PhysicsQC1-999ChemistryQD1-999ENApplied Sciences, Vol 11, Iss 10022, p 10022 (2021)
institution DOAJ
collection DOAJ
language EN
topic horizontal strain
variation coefficient
discrete model
surface deformations
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
spellingShingle horizontal strain
variation coefficient
discrete model
surface deformations
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
Anton Sroka
Rafał Misa
Krzysztof Tajduś
Mateusz Dudek
Yue Jiang
Yan Jiang
Dawid Mrocheń
A Discrete Model of Rock-Soil Medium Response in the Determination of Horizontal Strain Values
description This paper presents a method for determining the standard deviation and variation coefficient for both the predicted and measured values of horizontal strain that were caused by underground mining operations. The solution was based on a discrete model of the rock–soil medium response to the effects of mining operations. The “elementary horizontal strain increment” variable was random and could be described using the normal distribution. It was also assumed that the average horizontal strain values could be described using the solution given by Budryk and Knothe. The obtained solution allows for a much more comprehensive analysis of the results of deformation forecasts that are obtained with a view toward the protection of buildings that are located on the surface.
format article
author Anton Sroka
Rafał Misa
Krzysztof Tajduś
Mateusz Dudek
Yue Jiang
Yan Jiang
Dawid Mrocheń
author_facet Anton Sroka
Rafał Misa
Krzysztof Tajduś
Mateusz Dudek
Yue Jiang
Yan Jiang
Dawid Mrocheń
author_sort Anton Sroka
title A Discrete Model of Rock-Soil Medium Response in the Determination of Horizontal Strain Values
title_short A Discrete Model of Rock-Soil Medium Response in the Determination of Horizontal Strain Values
title_full A Discrete Model of Rock-Soil Medium Response in the Determination of Horizontal Strain Values
title_fullStr A Discrete Model of Rock-Soil Medium Response in the Determination of Horizontal Strain Values
title_full_unstemmed A Discrete Model of Rock-Soil Medium Response in the Determination of Horizontal Strain Values
title_sort discrete model of rock-soil medium response in the determination of horizontal strain values
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/558937430cf54f73ab07427bbea009c8
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