CARLOS CARRANZA-TORRES 3126 East 1st Street Duluth, MN ...

CARLOS CARRANZA-TORRES3126 East 1 st StreetDuluth, MN 55812Minnesota, United StatesPhone: 1-218-5255295E-mail: carranza@d.umn.edu; C Carranza-Torres@msn.comWeb: www.d.umn.edu/∼carranza; www.cctrockengineering.comFULL LIST OF PUBLICATIONS — Annex to the resume2011 Alejano L. and C. Carranza-Torres (2011) An empirical approach for estimating shear strength ofdecomposed granites in Galicia, Spain. Engineering Geology (Accepted for publication in March2011). In press.2010 Carranza-Torres C. (2010) La mecánica de refuerzo con pernos de anclaje en túneles excavados enmacizos rocosos [Translation: The mechanics of reinforcement of rockbolts in tunnels excavated inrock masses]. Keynote lecture article. VII Sudamericano de Mecánica de Rocas (VII Rock MechanicsSouth American Congress). Lima , Peru, 2-4 December, 2010.Hormazabal E., F. Villegas, F. Rovira and C. Carranza-Torres (2010) Geomechanical evaluationof caving macro-block options at Chuquicamata Underground Project in Chile using threedimensionalnumerical modelling. Proceedings of the 2010 International Symposium on BlockCaving, to be held in April, in Perth, Australia.2009 Carranza-Torres C. (2009) Analytical and numerical study of the mechanics of rockbolt reinforcementaround tunnels in rock masses. Rock Mechanics and Rock Engineering. Special Issue on DeepTunnels. 42: 175-228.Carranza-Torres C. and M. Diederichs (2009) Mechanical analysis of a circular liner with particularreference to composite supports. For example, liners consisting of shotcrete and steel sets.Tunnelling and Underground Space Technology, Volume 24, Issue 4, Pages 506-532.Carranza-Torres C. and J. Zhao (2009) Analytical and numerical study of the effect of waterpressure on the mechanical response of cylindrical lined tunnels in elastic and elasto-plastic porousmedia. International Journal of Rock Mechanics & Mining Sciences. 46: 531-547.Hormazabal E., F. Rovira, M. Walker and C. Carranza-Torres (2009) Analysis and design ofslopes for Rajo Sur, an open pit mine next to the subsidence crater of El Teniente mine in Chile.Proceedings of Slope Stability 2009, November 9-11, 2009, Universidad de los Andes, Santiago,Chile.2008 Carranza-Torres C. and J. Zhao (2008) The effect of ground drainage on the mechanical response ofdeep lined tunnels excavated in elastic and elasto-plastic media. Proceedings of the 12th InternationalConference of IACMAG, 1–6 October 2008, Goa, India.Hoek E., C. Carranza-Torres, M. Diederichs and B. Corkum (2008) Integración de diseño geotécnicoy estructural en ingeniería de túneles. Proceedings of the Primer Simposio Suramericano deExcavaciones en Roca, ISSAER, Bogota D.C. (Colombia), September 1-2, 2008.Carranza-Torres C. and J. Zhao (2008) El efecto del drenaje del terreno en la respuesta mecánica detúneles con sostenimiento en materiales elásticos y elasto-plásticos. Proceedings of the 12 CongresoColombiano de Geotecnia, XIICCG, Bogota D.C. (Colombia), September 3-4, 2008.Nasri V., C. Carranza-Torres C. and N. Pettersson (2008) Design of large and shallow caverns ofNew York Second Avenue Subway. Proceedings of the 9th North American Tunnelling Conference,San Francisco, June 8-11 2008 (F. Roach et al., Editors), SME (Publisher), 294–301.Hoek E., C. Carranza-Torres, M. Diederichs and B. Corkum (2008) Integration of geotechnicaland structural design in tunnelling. Proceedings University of Minnesota 56th Annual GeotechnicalEngineering Conference, pages 1–53. Minneapolis, 29 February 2008 (Available for downloadingat Hoek’s Corner, www.rocscience.com).[Updated April 2011] Annex to the resume – 1

2007 Hutchinson J., M. Diederichs, C. Carranza-Torres, C. Sheriff, R. Harrap, S. Rozic and P.Graniero (2007) Four dimensional considerations in forensic and predictive simulation of hazardousslope movements. E. Eberhardt and D. Stead (Editors). Proceedings of the 1 st Canada-U.S. RockMechanics Symposium, Vancouver, Canada. 27–31 May 2007.2006 Hoek E., C. Carranza-Torres and B. Corkum (2006) El criterio de Rotura de Hoek-Brown. Edición2002, in VI Congreso Suramericano de Mecánica de Rocas – XI Congreso Colombiano de Geotecnia,Cartagena, Colombia, Octubre 8-13 de 2006.C. Carranza-Torres (2006) Algunos comentarios sobre la aplicación del criterio de rotura de Hoek-Brown para roca intacta y macizos rocosos a la solución de problemas de excavación de túnelesy taludes, in VI Congreso Suramericano de Mecánica de Rocas – XI Congreso Colombiano deGeotecnia, Cartagena, Colombia, Octubre 8-13 de 2006.Hutchinson J., M. Diederichs, C. Carranza-Torres, C. Sheriff, N. Kjelland and R. Harrap(2006) Landslide hazard management —Using geotechnical monitoring, virtual process models anddecision support technology. Felsbau, 24(3), 24-29.Fairhurst C. and C. Carranza-Torres (2006) Cerrando el Círculo. Algunos comentarios sobrelos procedimientos de diseño para los sostenimientos de túneles excavados en roca, (‘Closing theCircle’. Some comments on procedures for designing liners in tunnels excavated in rock), in IN-GEOTÚNELES, Tunnelling Engineering Series, Vol. 11, Chapter 4, pp. 179-232. C. López Jimeno,Ed. Madrid: Escuela Técnica Superior de Ingenieros de Minas.2004 Carranza-Torres C. (2004) Some Comments on the Application of the Hoek-Brown Failure Criterionfor Intact Rock and Rock Masses to the Solution of Tunnel and Slope Excavation Problems. In MIR2004 - X Conference on Rock and Engineering Mechanics, Politecnico di Torino, November 2004,Chapter 10, pp. 285-326. G. Barla and M. Barla, Eds. Bologna: Pàtron Editore.Carranza-Torres C. (2004) Soluciones elasto-plásticas para problemas de excavaciones en macizosrocosos que satisfacen el criterio de rotura generalizado de Hoek-Brown, in Proceedings ofXVIII Seminario Venezolano de Geotecnia, Geoinsfraestructura: “La Geotecnia en el Desarrollo Nacional”(Caracas, Venezuela, Noviembre 2004), CD Proceedings, Paper No. 26. Caracas: SociedadVenezolana de Geotecnia.Carranza-Torres C. (2004) Elasto-plastic solution of tunnel problems using the generalized formof the Hoek-Brown failure criterion. International Journal of Rock Mechanics and Mining Sciences41(3), 480–481. [Special issue with Proceedings of the ISRM SINOROCK 2004 Symposium China,May 2004. Edited by J.A. Hudson and F. Xia-Ting.]Hoek E., C. Carranza-Torres and B. Corkum (2004) El criterio de Rotura de Hoek-Brown. Edición2002 (Hoek-Brown Failure Criterion - 2002 Edition), in INGEOTÚNELES, Tunnelling EngineeringSeries, Vol. 7, Chapter 1, pp. 35-47. Madrid: Escuela Técnica Superior de Ingenieros de Minas.2003 Alonso E., L. R. Alejano, F. Varas, G. Fdez-Manin and C. Carranza-Torres (2003) GroundResponse Curves for Rock Masses Exhibiting Strain-Softening Behaviour, Int. J. Num. & Analy.Meth. Geomech., 27, 1153-1184.Carranza-Torres C. (2003) Ábacos Adimensionales para la Evaluación de la Respuesta Elasto-Plástica de Túneles en Roca (Dimensionless Charts for the Evaluation of the Elasto-Plastic Responseof Tunnels in Rock), in INGEOTÚNELES, Tunnelling Engineering Series, Vol. 6, Chapter 4, pp.109-131. C. López Jimeno, Ed. Madrid: Escuela Técnica Superior de Ingenieros de Minas.Cundall P., C. Carranza-Torres and R. Hart (2003) A New Constitutive Model Based on the Hoek-Brown Criterion, in FLAC and Numerical Modeling in Geomechanics - 2003 (Proceedings of the 3rdInternational FLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 17-25. R. Brumeret al., Eds. Lisse: Balkema.Carranza-Torres C. (2003) Dimensionless graphical representation of the elasto-plastic solutionof a circular tunnel in a Mohr-Coulomb material. Rock Mechanics and Rock Engineering 36(3),237–253.[Updated April 2011] Annex to the resume – 2

2002 Hoek E., C. Carranza-Torres and B. Corkum (2002) Hoek-Brown failure criterion – 2002 Edition.In R. Hammah, W. Bawden, J. Curran, and M. Telesnicki (Eds.), Proceedings of NARMS-TAC 2002,Mining Innovation and Technology. Toronto - 10 July 2002, pp. 267–273. University of Toronto.[An updated ‘pdf’ version of this article is accessible from the ‘Help’ menu in the program RocLab—downloadable for free at the Hoek’s corner, www.rocscience.com].Carranza-Torres C. (2002) Dimensionless Charts for the Evaluation of the Elasto-Plastic Responseof Tunnels in Rock, in NARMS-TAC 2002: Mining and Tunnelling Innovation and Opportunity, Vol.2, pp. 1133-1143. R. Hammah et al., Eds. Toronto: University of Toronto Press.Carranza-Torres C., E. Alonso, L. R. Alejano, F. Varas and G. Fdez-Manin (2002) Elasto-PlasticAnalysis of Deep Tunnels in Brittle Rock Using a Scaled Form of the Mohr-Coulomb Failure Criterion,in NARMS-TAC 2002: Mining and Tunnelling Innovation and Opportunity, Vol. 1, pp. 283-293. R.Hammah et al., Eds. Toronto: University of Toronto Press.Fairhurst C. and C. Carranza-Torres (2002) Closing the circle. In J. Labuz and J. Bentler (Eds.),Proceedings of the 50 th Annual. Geotechnical Engineering Conference. St. Paul, Minnesota,February 22, 2002. University of Minnesota.2001 Carranza-Torres C. and C. Fairhurst (2001) Aplicación del Método de Convergencia-Confinamiento al Diseño de Túneles en Macizos Rocosos Que Satisfacen el Criterio de Rotura deHoek y Brown, in INGEOTÚNELES, Tunnelling Engineering Series, Vol. 4, pp. 69-123. Madrid:Escuela Técnica Superior de Ingenieros de Minas.2000 Carranza-Torres C. and C. Fairhurst (2000) Analysis of Tunnel Support Requirements Usingthe Convergence-Confinement Method and the Hoek-Brown Rock Failure Criterion, in GeoEng 2000(Proceedings of the International Conference on Geotechnical & Geological Engineering, Melbourne,November 2000), Paper UW1244. Lancaster, Pennsylvania: Technomic Publishing.Carranza-Torres C. and C. Fairhurst (2000) Application of the convergence-confinement methodof tunnel design to rock-masses that satisfy the Hoek-Brown failure criterion. Tunnelling and UndergroundSpace Technology 15(2), 187–213.Carranza-Torres C. and C. Fairhurst (2000) Some Consequences of Inelastic Rock-Mass Deformationon the Tunnel Support Loads Predicted by the Einstein and Schwartz Design Approach, inTrends in Rock Mechanics, Geotechnical Special Publication No. 102, Proceedings of Sessions ofGeo-Denver 2000 (August 2000, Denver), pp. 16-49. J. F. Labuz et al., Eds. Reston, Virginia: ASCE.1999 Carranza-Torres C. and C. Fairhurst (1999) The elasto-plastic response of underground excavationsin rock masses that satisfy the Hoek-Brown failure criterion. International Journal of RockMechanics and Mining Sciences 36(6), 777–809.Carranza-Torres C. and C. Fairhurst (1999) Elasto-Plastic Analysis of Elliptical Cavities in RockSubject to Non-Hydrostatic Loading, in FLAC and Numerical Modeling in Geomechanics (Proceedingsof the Conference, Minneapolis, September 1999), pp. 215-223. C. Detournay and R. Hart,Eds. Rotterdam: Balkema.1998 Carranza-Torres C. (1998) Self-Similarity Analysis of the Elasto-Plastic Response of UndergroundOpenings in Rock and Effects of Practical Variables, Ph.D. Thesis, University of Minnesota.1997 Carranza-Torres C. and C. Fairhurst (1997) A General Stability Criterion for Tunnels in Soft andHard Ground, in Proceedings of the World Tunnel Congress (Austria, April 1997), pp. 29-35. J.Golser et al., Eds. Rotterdam: Balkema.Carranza-Torres C. and C. Fairhurst (1997) On the Stability of Tunnels Under Gravity Loadingwith Post-Peak Softening of the Ground, Int. J. Rock Mech. & Min. Sci., 34(3-4), Paper No. 054.Carranza-Torres C., Fairhurst C. and L. Lorig (1997) Insights on the Stability of Large Excavationsfrom Analytical and Numerical Models, Felsbau, 15(1), 45-63.1996 Carranza-Torres C., and C. Fairhurst (1996) Análisis de Estabilidad de una Falla Geológica conel Método de las Discontinuidads de los Desplazamientos (Analysis of the Stability of a GeologicalFault Using the Displacement Discontinuity Method), Actas de la Asociación de Geología Aplicadaa la Ingeniería, X, 73-81.[Updated April 2011] Annex to the resume – 3

CARLOS CARRANZA-TORRES3126 East 1 st StreetDuluth, MN 55812Minnesota, United StatesPhone: 1-218-5255295E-mail: carranza@d.umn.edu; C Carranza-Torres@msn.comWeb: www.d.umn.edu/∼carranza; www.cctrockengineering.comINVITED LECTURES IN THE PERIOD 1998 TO PRESENT — Annex to the resume2010 ‘La mecánica de refuerzo con pernos de anclaje en túneles excavados en macizos rocosos’or ‘Themechanics of reinforcement of rockbolts in tunnels excavated in rock masses’. Keynote lecturepresented at the VII Sudamericano de Mecánica de Rocas (VII Rock Mechanics South AmericanCongress). Lima , Peru, 2-4 December, 2010.‘Análisis, diseño y construcción de túneles en macizos rocosos’. August 12, 2010. Centro deEventos Auditorium, La Paz, Bolivia. Lecture organized by P.C.A. Ingenieros Consultores S. A.;Universidad Mayor de San Andrés (Facultad de Ingeniería Civil); and Escuela Militar de Ingeniería(Carrera de Ingeniería Civil).2009 ‘Some examples of numerical modelling in geomechanics using FLAC and UDEC (and FLAC3Dand 3DEC)’. August 13, 2009. Ove Arup and Partners, Hong Kong, China.‘Integración de diseño geotécnico y estructural en ingeniería de túneles’. June 29, 2009. EscuelaTécnica Superior de Ingeniería en Minas. Universidad de Vigo, Galicia, Spain.2008 ‘Integración de diseño geotécnico y estructural en ingeniería de túneles’. September 2, 2008.Primer Simposio Suramericano de Excavaciones en Roca, ISSAER, September 1-2, 2008, BogotáD.C., Colombia.‘Practical and theoretical challenges in the field of design and construction of undergroundand surface excavations in geo-materials’. March 2, 2008. Department of Mining Engineering,Colorado School of Mines, Colorado, USA.‘Challenges in the field of design and construction of underground and surface excavations ingeo-materials’. April 21, 2008. Department of Civil Engineering, University of Minnesota Duluth,Minnesota, USA.2007 ‘Ejemplos de aplicación de modelamiento numérico al análisis de algunos problemas en geomecánica’.September 12, 2007. Escuela Técnica Superior de Ingeniería en Minas. Universidad deVigo, Galicia, Spain.‘Examples of application of numerical modelling to the analysis of some problems in geomechanics’.August 28, 2007. 11 th Technical Evening, South African National Institute of RockEngineering, Johannesburg, South Africa.2006 ‘Application of scaling laws and similarity concepts to the analysis of stability of tunnels andslopes’. October 24, 2006. Laboratoire de mécanique des roches, École Polytechnique Fédérale deLausanne, Lausanne, Switzerland.‘Enunciado y aplicaciones de modelos numéricos a problemas de excavaciones en macizos rocosos’.VI Congreso Suramericano de Mecánica de Rocas – XI Congreso Colombiano de Geotecnia.Octubre 8-13, 2006. Cartagena, Colombia.2004 ‘Some comments on the application of the Hoek-Brown failure criterion for intact rock androck masses to the solution of tunnel and slope excavation problems’. November 25, 2004. XCiclo di Conferenze di Meccanica e Ingegneria delle Rocce – MIR04 Torino (Turin), Italy.‘Comentarios sobre las aplicación de métodos analíticos y numéricos en el análisis de estabilidadde túneles en macizos rocosos’. Noviembre 12, 2004. Sociedad Venezolana de Geotecnia, Caracas,Venezuela.[Updated April 2011] Annex to the resume – 4

‘Some comments on analytical and numerical methods for tunnel design’. April 21, 2004.Department of Structural and Geotechnical Engineering, University of Rome, ‘La Sapienza’, Rome,Italy.2003 ‘Analysis of stability of excavations in rock with analytical and numerical models’. July 2003.Rock Mechanics Group. Department of Civil Engineering, University of Toronto. Toronto, Ontario,Canada.2002 ‘Some examples of analytical and numerical modelling in geological engineering —with emphasison underground excavation design’. October 4, 2002. Ingeokring, Dutch group of theInternational Association of Engineering Geology, IAEG, ITC-TUDelft, Delft, The Netherlands.‘Application of elasto-plastic models to the design/analysis of tunnels in rock’. October 3, 2002.Groupement Belge de Mécanique des Roches (GBMR) and Comité Belge de Géologie de l’Ingénieur(CBGI), University of Louvain, Louvain-la-Neuve, Belgium.‘Some examples of analytical and numerical modelling in geological engineering —with emphasison underground excavation design’. September 10, 2002. Earth Sciences Department,University of Waterloo, Ontario, Canada.2001 ‘Análisis del comportamiento elasto-plástico de excavaciones subterraneas en macizos rocosos’.July 26, 2001. Escuela Técnica Superior de Ingeniería en Minas. Universidad deVigo, Galicia, Spain.‘Application of analytical and numerical modeling to the practical design of deep and shallowtunnels in rock’. March 26, 2001. Department of Mining Engineering, Colorado School of Mines,Colorado, USA.[Updated April 2011] Annex to the resume – 5

CARLOS CARRANZA-TORRES3126 East 1 st StreetDuluth, MN 55812Minnesota, United StatesPhone: 1-218-5255295E-mail: carranza@d.umn.edu; C Carranza-Torres@msn.comWeb: www.d.umn.edu/∼carranza; www.cctrockengineering.comSHORT TRAINING COURSES ON GEO-MECHANICAL SOFTWAREGIVEN IN THE PERIOD 1998 TO PRESENT — Annex to the resume2010 Three-day course entitled ‘Short course on Discontinuum Modelling in Rock Mechanics with UDECApplications’. Organized by the Society for Rock Mechanics & Engineering Geology of Singaporeand supported by the Protective Technology Research Centre, NTU. (Nanyang TechnologicalUniversity, NTU, Singapore, August 30 – September 1, 2010).2009 One day training course at Arup and Partners, Hong Kong. Basic course on modelling excavationproblems with the codes UDEC and FLAC (Hong Kong, China, August 2009).2008 Three-days training course at SRK Consulting, Engineers and Scientists, Santiago, Chile. Basiccourse on modelling excavation problems with the code FLAC3D (Santiago, Chile, March 2008).2007 Five-days training course at INGEOMINAS, Servicio Geologico de Colombia. Basic course onmodelling excavation problems with the code UDEC (Bogota, Colombia, November 2007).Three-days training course at Escuela Técnica Superior de Ingeniería en Minas. Universidad de Vigo,Spain. Basic course on modelling excavation problems with the code Phase2 (Vigo, Galicia, Spain,September 2007).Three-days training course at SRK Consulting, Engineers and Scientists, Johannesburg, SouthAfrica.Basic course on modelling excavation problems with the code FLAC3D (Johannesburg, South Africa,August 2007).Five-days training course at Departamento de Ingeniería Civil y Agrícola, Universidad Nacionaldel Colombia, Sede Bogotá, Bogotá, Colombia. Numerical modelling of underground and surfaceexcavation problems using the code Phase2 (Bogota, Colombia, July 2007).2006 Three-days training course at SRK Consulting, Engineers and Scientists, Santiago, Chile. Course onmodelling excavation problems using the finite difference code FLAC (Santiago, Chile, December2006).Five-days training course at Department of Rock Mechanics, EPFL, École Polytechnique Fédéralede Lausanne, Switzerland. Course on numerical modelling using Discrete Element Methods withapplications to the UDEC and 3DEC codes (Lausanne, Switzerland, November 2006).Three-days training course for IM2, Instituto de Innovación en Metalurgia y Minería, CODELCO(Corporación Nacional del Cobre), Chile. Basic course on FLAC3D (Santiago, Chile, August 2006).2005 Three-days training course for División de Ingeniería del Terreno y Obras Subterráneas, Intecsa-Inarsa, Madrid. Basic/Intermediate course on FLAC with emphasis on simulation of water porepressure. (Madrid, Spain, December 2005).2004 Two-days training course for British Petroleum. Borehole stability analysis using FLAC, with emphasison mechanical groundwater and solid mechanics coupling (Minneapolis, Minnesota, USA,August 2004).Two-days training course for British Petroleum. Introduction to FLAC and applications to boreholestability problems (Minneapolis, Minnesota, USA, May 2004).Three-days training course for Shell International Exploration and Production Inc. Writing materialconstitutive models in FLAC and solving thermal problems in FLAC (Houston, Texas, USA, May2004).[Updated April 2011] Annex to the resume – 6

2003 One-day training course on advanced mesh generation using FLAC3D —with emphasis on solidmodelgeneration in ANSYS and transfer to FLAC3D (Minneapolis, Minnesota, USA, August 2003).Two-days training course for Kleinfelder, California. Modelling with FLAC3D (Minneapolis, Minnesota,USA, July 2003).Four-days training course for IMCC, New Dheli. Modelling tunnel problems with FLAC andFLAC3D (Minneapolis, Minnesota, USA, June 2003).2002 Three-days training course for Shell International Exploration and Production Inc. Implementationof basic material constitutive models in FLAC (Houston, Texas, USA, July 2002).2001 Two-days training course for Fugro Inc. Dynamic simulations using FLAC (Oakland, California,November, USA, 2001).Three-days introductory training course on FLAC3D for URS Inc. (New Orleans, Louisiana, USA,July 2001).2000 Five-days training course on granular flow modeling with PFC and PFC3D (Particle Flow Code inTwo and Three Dimensions) for CODELCO (Santiago, Chile, October 2000).Three-days training course for Shell International Exploration and Production Inc. Coupled hydromechanicalmodelling with FLAC (Houston, Texas, USA, September 2000).1999 Three-days introductory course on FLAC for Morrison Knudsen Corporation (Las Vegas, Nevada,USA, August 1999).1998 Three-days introductory course on FLAC for CRC, Research Institute, Tokyo (Minneapolis, Minnesota,USA, July 1998).[Updated April 2011] Annex to the resume – 7