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Stope Stability Assessment and Effect of Horizontal to Vertical Stress Ratio on the Yielding and Relaxation Zones Around Underground Open Stopes Using Empirical and Finite Element Methods

Stope Stability Assessment and Effect of Horizontal to Vertical Stress Ratio on the Yielding and... ReferencesBarton N., Lien R., Lunde J., 1974. Engineering classification of rock mass for design of tunnel support. Rock Mechanics 6, 4, 189-236.10.1007/BF01239496Dassault Systemes Inc., 2012. ABAQUS/Standard 6.12-2. User’s Manual, RI, USA.DIAS Engineering Inc., 2000. GDA 1.0 Geomechanical Design Analysis Software. User’s Guide, Sudbury. ON, Canada.Diavik Dialogue, (2011). Diavik Diamond Mine Inc., Volume 14, 4th quarter, pp:1-8.Hadjigeorgiou J., Leclair J.G., Potvin Y., 1995. An updated of the stability graph method for open stope desing. 97th CIM-AGM, Rock Mechanics and Strata Control Session, Halifax, Nova Scotia.Martin C.D., Tannant D.D., Yazici S., Kaiser P.K., 1999. Stress path and instability around mine openings. 9th ISRM congress, Paris, 25-28.Mathews K.E., Hoek E., Wyllie D.C., Stewart S.B.V., 1981. Prediction of stable excavation spans for mining at depths below 1000m in hard rock. CANMET Report DSS Serial No. OSQ80-00081.Mawdesley C., Trueman R., Whiten W., 2001. Extending the Mathews stability graph for open-stope design. Trans. Instn Min. Metall (Sect. A: Min. Techno) 110, A27-A39.Nickson S.D., 1992. Cable support guidelines for underground hard rock mine operations, Master of Applied Science thesis. Department of Mining and Mineral Process Engineering, University of British Columbia.Potvin Y., 1988. Empirical open stope design in Canada. Ph.D. thesis, Department of Mining and Mineral Process Engineering, University of British Columbia.Rocscience Inc., 2016. DIPS 7.0. Toronto, ON, Canada.Steward S.B.V., Forsyth W.W., 1995. The Mathews method for open stop design, CIM Bull. 88, 45-53.Suorineni F.T., 2010. The stability graph after three decades in use: Experience and the way forward. International journal of mining, Reclamation and Environment 24, 4, 307-339.Trueman R., Mikula P., Mawdesley C., Haries N., 2000., Experience in Australia with the application of the Mathews method of open stope desing. CIM Bull. 93. 162-167.Wang J., Milne D., Wegner L., Reeves M., 2006. Numerical evaluation of the effects of stress and excavation surface geometry on the zone of relaxation around open stope hanging walls. International Journal of Rock Mechanics and Mining Sciences 44, 289-298.http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000243676400012&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=b7bc2757938ac7a7a821505f8243d9f3 http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Archives of Mining Sciences de Gruyter

Stope Stability Assessment and Effect of Horizontal to Vertical Stress Ratio on the Yielding and Relaxation Zones Around Underground Open Stopes Using Empirical and Finite Element Methods

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Publisher
de Gruyter
Copyright
© 2017 Mohammadali Sepehri et al., published by De Gruyter Open
ISSN
1689-0469
eISSN
1689-0469
DOI
10.1515/amsc-2017-0047
Publisher site
See Article on Publisher Site

Abstract

ReferencesBarton N., Lien R., Lunde J., 1974. Engineering classification of rock mass for design of tunnel support. Rock Mechanics 6, 4, 189-236.10.1007/BF01239496Dassault Systemes Inc., 2012. ABAQUS/Standard 6.12-2. User’s Manual, RI, USA.DIAS Engineering Inc., 2000. GDA 1.0 Geomechanical Design Analysis Software. User’s Guide, Sudbury. ON, Canada.Diavik Dialogue, (2011). Diavik Diamond Mine Inc., Volume 14, 4th quarter, pp:1-8.Hadjigeorgiou J., Leclair J.G., Potvin Y., 1995. An updated of the stability graph method for open stope desing. 97th CIM-AGM, Rock Mechanics and Strata Control Session, Halifax, Nova Scotia.Martin C.D., Tannant D.D., Yazici S., Kaiser P.K., 1999. Stress path and instability around mine openings. 9th ISRM congress, Paris, 25-28.Mathews K.E., Hoek E., Wyllie D.C., Stewart S.B.V., 1981. Prediction of stable excavation spans for mining at depths below 1000m in hard rock. CANMET Report DSS Serial No. OSQ80-00081.Mawdesley C., Trueman R., Whiten W., 2001. Extending the Mathews stability graph for open-stope design. Trans. Instn Min. Metall (Sect. A: Min. Techno) 110, A27-A39.Nickson S.D., 1992. Cable support guidelines for underground hard rock mine operations, Master of Applied Science thesis. Department of Mining and Mineral Process Engineering, University of British Columbia.Potvin Y., 1988. Empirical open stope design in Canada. Ph.D. thesis, Department of Mining and Mineral Process Engineering, University of British Columbia.Rocscience Inc., 2016. DIPS 7.0. Toronto, ON, Canada.Steward S.B.V., Forsyth W.W., 1995. The Mathews method for open stop design, CIM Bull. 88, 45-53.Suorineni F.T., 2010. The stability graph after three decades in use: Experience and the way forward. International journal of mining, Reclamation and Environment 24, 4, 307-339.Trueman R., Mikula P., Mawdesley C., Haries N., 2000., Experience in Australia with the application of the Mathews method of open stope desing. CIM Bull. 93. 162-167.Wang J., Milne D., Wegner L., Reeves M., 2006. Numerical evaluation of the effects of stress and excavation surface geometry on the zone of relaxation around open stope hanging walls. International Journal of Rock Mechanics and Mining Sciences 44, 289-298.http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000243676400012&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=b7bc2757938ac7a7a821505f8243d9f3

Journal

Archives of Mining Sciencesde Gruyter

Published: Sep 1, 2017

References