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ASSESSMENT OF HISTORICAL MINE EXCAVATIONS STABILITY USING NUMERICAL METHODS

Ph.D. Eng. Maciej Madziarz, Ph.D. Eng. Daniel Pawelus

First published: 2017-06-20https://doi.org/10.5593/sgem2017/12/s02.013View metrics

Abstract

The article concerns the problems of assessment the stability of the historical mine excavations which will be adapt to the underground tourist route. The issue is very important because of the special safety requirements for people (visitors), which do not have specialized safety training for employees of a typical underground mines. Post-mining facility, open to the public in 2013 in Krobica in Poland was characterized. Excavations from the XVI-XIX centuries are located in the rock mass characterized by a difficult geological and mining conditions. To evaluate the stability of the mine excavations the finite element method (FEM) was used. Parameters of rock layers for numerical modeling were determined on the basis of Hoek-Brown classification by the RocLab 1.0 computer program. Numerical modeling was performed using the Phase2 v. 8.0 computer program in a triaxial stress state and plane strain. Mohr-Coulomb strength criterion was used for numerical analysis. The rock mass was described by the elastic-plastic with softening model. On the basis of the results of numerical analysis the support of historical mine excavations was designed and performed.

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Publication details

Title
ASSESSMENT OF HISTORICAL MINE EXCAVATIONS STABILITY USING NUMERICAL METHODS
Authors
Ph.D. Eng. Maciej Madziarz, Ph.D. Eng. Daniel Pawelus
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 17th International Multidisciplinary Scientific GeoConference SGEM2017, Science and Technologies in Geology, Exploration and Mining
Publisher
STEF92 Technology
Year
2017
Pages
95-104
SWS Citekey
Madziarz2017295104
ISSN
1314-2704
ISBN
978-619-7105-99-5
Language
en
Publication type
Conference Paper
Keywords
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