Estimation of REV size and Determination of geo-mechanical properties of the rock mass in Sechahoon Anomaly XII Mine
Representative Elementary Volume (REV) size study was carried out for data of Sechahoon Anomaly XII mine by using a discrete fracture network and distinct element method to characterize mechanical and behavioral properties of a highly jointed rock mass. By studying on scale dependency of mechanical...
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2020-12-01
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Series: | Analytical and Numerical Methods in Mining Engineering |
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doaj-facf6667b211411883c4b25c29d1d8032021-01-30T07:14:12ZengYazd UniversityAnalytical and Numerical Methods in Mining Engineering2251-65652676-67952020-12-011025132210.29252/anm.2019.9506.13301685Estimation of REV size and Determination of geo-mechanical properties of the rock mass in Sechahoon Anomaly XII Mineعلیرضا جبین پور0علیرضا یاراحمدی بافقی1جواد غلام نژاد2حجت الله ذاکرزاده فروشانی3دانشکده مهندسی معدن و متالورژی، دانشگاه یزددانشکده مهندسی معدن و متالورژی، دانشگاه یزددانشکده مهندسی معدن و متالورژی، دانشگاه یزددانشکده علوم ریاضی، دانشگاه یزدRepresentative Elementary Volume (REV) size study was carried out for data of Sechahoon Anomaly XII mine by using a discrete fracture network and distinct element method to characterize mechanical and behavioral properties of a highly jointed rock mass. By studying on scale dependency of mechanical properties of the rock mass, REV size was determined. On the other hand, for continuum modeling of rock mass because of the inherent uncertainty in geometrical and mechanical characteristics, 39 sample models were generated stochastically based on geometry variation of joints. Uniaxial and triaxial compressive tests were performed and finally, distributions of UCS, deformability modulus, cohesion, and friction angle of rock mass were obtained. These can be used for reliability and probability investigation of the rock mass.http://anm.yazd.ac.ir/article_1685_37441b5c6402e9fc1e0c06133a4b5670.pdfrevrock massdfnmechanical propertiesstochastic modelingsechahoon anomaly xii mine |
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DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
علیرضا جبین پور علیرضا یاراحمدی بافقی جواد غلام نژاد حجت الله ذاکرزاده فروشانی |
spellingShingle |
علیرضا جبین پور علیرضا یاراحمدی بافقی جواد غلام نژاد حجت الله ذاکرزاده فروشانی Estimation of REV size and Determination of geo-mechanical properties of the rock mass in Sechahoon Anomaly XII Mine Analytical and Numerical Methods in Mining Engineering rev rock mass dfn mechanical properties stochastic modeling sechahoon anomaly xii mine |
author_facet |
علیرضا جبین پور علیرضا یاراحمدی بافقی جواد غلام نژاد حجت الله ذاکرزاده فروشانی |
author_sort |
علیرضا جبین پور |
title |
Estimation of REV size and Determination of geo-mechanical properties of the rock mass in Sechahoon Anomaly XII Mine |
title_short |
Estimation of REV size and Determination of geo-mechanical properties of the rock mass in Sechahoon Anomaly XII Mine |
title_full |
Estimation of REV size and Determination of geo-mechanical properties of the rock mass in Sechahoon Anomaly XII Mine |
title_fullStr |
Estimation of REV size and Determination of geo-mechanical properties of the rock mass in Sechahoon Anomaly XII Mine |
title_full_unstemmed |
Estimation of REV size and Determination of geo-mechanical properties of the rock mass in Sechahoon Anomaly XII Mine |
title_sort |
estimation of rev size and determination of geo-mechanical properties of the rock mass in sechahoon anomaly xii mine |
publisher |
Yazd University |
series |
Analytical and Numerical Methods in Mining Engineering |
issn |
2251-6565 2676-6795 |
publishDate |
2020-12-01 |
description |
Representative Elementary Volume (REV) size study was carried out for data of Sechahoon Anomaly XII mine by using a discrete fracture network and distinct element method to characterize mechanical and behavioral properties of a highly jointed rock mass. By studying on scale dependency of mechanical properties of the rock mass, REV size was determined. On the other hand, for continuum modeling of rock mass because of the inherent uncertainty in geometrical and mechanical characteristics, 39 sample models were generated stochastically based on geometry variation of joints. Uniaxial and triaxial compressive tests were performed and finally, distributions of UCS, deformability modulus, cohesion, and friction angle of rock mass were obtained. These can be used for reliability and probability investigation of the rock mass. |
topic |
rev rock mass dfn mechanical properties stochastic modeling sechahoon anomaly xii mine |
url |
http://anm.yazd.ac.ir/article_1685_37441b5c6402e9fc1e0c06133a4b5670.pdf |
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