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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Main Authors: علیرضا جبین پور, علیرضا یاراحمدی بافقی, جواد غلام نژاد, حجت الله ذاکرزاده فروشانی
Format: Article
Language:English
Published: Yazd University 2020-12-01
Series:Analytical and Numerical Methods in Mining Engineering
Subjects:
rev
dfn
Online Access:http://anm.yazd.ac.ir/article_1685_37441b5c6402e9fc1e0c06133a4b5670.pdf
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spelling 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
collection 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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