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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Main Authors: Anton Sroka, Rafał Misa, Krzysztof Tajduś, Mateusz Dudek, Yue Jiang, Yan Jiang, Dawid Mrocheń
Format: Article
Language:English
Published: MDPI AG 2021-10-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/11/21/10022
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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
collection DOAJ
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.
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spelling doaj.art-558937430cf54f73ab07427bbea009c82023-11-22T20:26:38ZengMDPI AGApplied Sciences2076-34172021-10-0111211002210.3390/app112110022A Discrete Model of Rock-Soil Medium Response in the Determination of Horizontal Strain ValuesAnton Sroka0Rafał Misa1Krzysztof Tajduś2Mateusz Dudek3Yue Jiang4Yan Jiang5Dawid Mrocheń6Laboratory of Rock Deformation, Strata Mechanics Research Institute, Polish Academy of Sciences, 30-059 Krakow, PolandLaboratory of Rock Deformation, Strata Mechanics Research Institute, Polish Academy of Sciences, 30-059 Krakow, PolandLaboratory of Rock Deformation, Strata Mechanics Research Institute, Polish Academy of Sciences, 30-059 Krakow, PolandLaboratory of Rock Deformation, Strata Mechanics Research Institute, Polish Academy of Sciences, 30-059 Krakow, PolandSchool of Environment Science and Spatial Informatics, China University of Mining and Technology, Xuzhou 221116, ChinaCollege of Geomatics, Shandong University of Science and Technology, Qingdao 266590, ChinaLaboratory of Rock Deformation, Strata Mechanics Research Institute, Polish Academy of Sciences, 30-059 Krakow, PolandThis 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.https://www.mdpi.com/2076-3417/11/21/10022horizontal strainvariation coefficientdiscrete modelsurface deformations
spellingShingle 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
Applied Sciences
horizontal strain
variation coefficient
discrete model
surface deformations
title 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_short 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
topic horizontal strain
variation coefficient
discrete model
surface deformations
url https://www.mdpi.com/2076-3417/11/21/10022
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