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Geotechnical applications of a two-dimensional elastodynamic displacement discontinuity method

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dc.contributor.author Siebrits, E en_US
dc.contributor.author Crouch, SL en_US
dc.date.accessioned 2007-03-26T07:21:19Z en_US
dc.date.accessioned 2007-06-07T10:02:42Z
dc.date.available 2007-03-26T07:21:19Z en_US
dc.date.available 2007-06-07T10:02:42Z
dc.date.copyright en_US
dc.date.issued 1993-12 en_US
dc.identifier.citation Siebrits, E and Crouch, SL. 1993. Geotechnical applications of a two-dimensional elastodynamic displacement discontinuity method. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, vol. 30(7), pp 1387-1393 en_US
dc.identifier.issn 0148-9062 en_US
dc.identifier.uri http://hdl.handle.net/10204/2029 en_US
dc.identifier.uri http://hdl.handle.net/10204/2029
dc.description.abstract A general two-dimensional elastodynamic displacement discontinuity method is used to model a variety of application problems. The plane strain problems are: the elastodynamic motions induced on a cavity by shear slip on a nearby crack; the dynamic response of a backfilled versus a non-backfilled tabular excavation or stope; and the interaction between two inclined stopes and a slipping fault. An antiplane strain problem is also presented, where slip occurs along a crack near the surface of a half plane. These problems indicate the wide potential of this method in investigating elastodynamic effects, especially for crack-like geometries. en_US
dc.format.extent 617543 bytes en_US
dc.format.mimetype application/pdf en_US
dc.language.iso en en_US
dc.publisher Pergamon-Elsevier Science Ltd en_US
dc.rights Copyright: 1993 Pergamon-Elsevier Science Ltd en_US
dc.source en_US
dc.subject Elastodynamics en_US
dc.subject Plane strain problems en_US
dc.subject Shear slips en_US
dc.subject Stopes en_US
dc.subject Geological engineering en_US
dc.subject Mineral processing en_US
dc.title Geotechnical applications of a two-dimensional elastodynamic displacement discontinuity method en_US
dc.type Article en_US
dc.identifier.apacitation Siebrits, E., & Crouch, S. (1993). Geotechnical applications of a two-dimensional elastodynamic displacement discontinuity method. http://hdl.handle.net/10204/2029 en_ZA
dc.identifier.chicagocitation Siebrits, E, and SL Crouch "Geotechnical applications of a two-dimensional elastodynamic displacement discontinuity method." (1993) http://hdl.handle.net/10204/2029 en_ZA
dc.identifier.vancouvercitation Siebrits E, Crouch S. Geotechnical applications of a two-dimensional elastodynamic displacement discontinuity method. 1993; http://hdl.handle.net/10204/2029. en_ZA
dc.identifier.ris TY - Article AU - Siebrits, E AU - Crouch, SL AB - A general two-dimensional elastodynamic displacement discontinuity method is used to model a variety of application problems. The plane strain problems are: the elastodynamic motions induced on a cavity by shear slip on a nearby crack; the dynamic response of a backfilled versus a non-backfilled tabular excavation or stope; and the interaction between two inclined stopes and a slipping fault. An antiplane strain problem is also presented, where slip occurs along a crack near the surface of a half plane. These problems indicate the wide potential of this method in investigating elastodynamic effects, especially for crack-like geometries. DA - 1993-12 DB - ResearchSpace DP - CSIR KW - Elastodynamics KW - Plane strain problems KW - Shear slips KW - Stopes KW - Geological engineering KW - Mineral processing LK - https://researchspace.csir.co.za PY - 1993 SM - 0148-9062 T1 - Geotechnical applications of a two-dimensional elastodynamic displacement discontinuity method TI - Geotechnical applications of a two-dimensional elastodynamic displacement discontinuity method UR - http://hdl.handle.net/10204/2029 ER - en_ZA


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