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...

Full description

Bibliographic Details
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