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岩石力学和地下洞室年轻专家Carlos Carranza-Torres博士

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ljmtidilgw 发表于 2006-12-29 18:35:30 | 显示全部楼层 |阅读模式
Geomechanical Engineer
Expertise                Geomechanics         
Education         Ph.D. (Geomechanics), 1998, University of Minnesota
                        M.S. (Engineering Geology), 1994, ITC Delft, The Netherlands
                        B.S.  (Civil Engineering), 1992
                         Universidad Nacional del Nordeste, Argentina


Professional AffiliationsMember: Editorial Board, International Journal of Rock Mechanics and Mining Sciences (since 2004).
                                        Member: American Rock Mechanics Association, Association of Engineering Geologists.
Professional Experience
1998 – Present                     Itasca Consulting Group, Inc., Minneapolis, Minnesota
Geomechanical Engineer
1994 - 1998                        University of Minnesota, Department of Civil Engineering
                                         Research/Teaching Assistant
1990 - 1991                        Universidad Nacional del Nordeste, Argentina
                               Research/Teaching Assistant
Project Experience
Development of a closed-form elasto-plastic solution for the problem of the unloading of circular openings in rock masses that satisfies the Hoek-Brown criterion (with Professor Charles Fairhurst, University of Minnesota; see publications). The solution is the basis for the construction of Ground Reaction Curves in the Convergence-Confinement method of tunnel design and has been implemented in commercial packages of tunnel support design such as RocSupport (from Rocscience Inc., Toronto).
Coauthor of the 2002 Edition of the Hoek-Brown failure criterion for intact rock and rock masses, together with Drs. Evert Hoek and Brent Corkum (see publications).  
Participation in a study related to the stability assessment of underground cavities left by nuclear test explosions conducted in the atolls of French Polynesia, for Professor Charles Fairhurst of the International Geomechanical Commission (IGC; see publications).   
Participation in numerous projects involving the stability assessment of underground openings in rock masses — e.g., thermomechanical analysis of underground drifts for storage of radioactive waste at Yucca Mountain, Nevada and lining-design validation of underground cavities for gas storage.  Participation in several projects involving the application of Itasca continuum (FLAC/FLAC3D) and discontinuum (UDEC/3DEC, PFC and PFC3D) codes in mining, civil and petroleum engineering problems.

[ 本帖最后由 ljmtidilgw 于 2006-12-29 07:24 PM 编辑 ]
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 楼主| ljmtidilgw 发表于 2006-12-29 19:18:24 | 显示全部楼层
Carlos Carranza-Torres简介:
1990 - 1991 助教/研究   Universidad Nacional del Nordeste, Argentina [阿根廷]
1994 - 1998 助教/研究 University of Minnesota, Department of Civil Engineering [美国]
1998 – Present   岩石力学工程师 Itasca Consulting Group, Inc., Minneapolis, Minnesota

专长:     岩石力学
教育:
Ph.D. (Geomechanics), 1998, University of Minnesota
M.S. (Engineering Geology), 1994, ITC Delft, The Netherlands
B.S.  (Civil Engineering), 1992,Universidad Nacional del Nordeste, Argentina

职业协会:
美国岩石力学、工程地质人协会理事。
2004年至今任国际岩石力学和矿业科学杂志编辑,为协会理事。
编辑部成员还有:
J.A. Hudson[退休]、
N. Barton
Nick Barton and Associates, Hovik, Norway
B.H.G. Brady
University of Western Australia, WA, Australia
E.T. Brown
The University of Queensland, Brisbane, Australia
C. Fairhurst
University of Minnesota, MN, USA
基本都是岩石力学的先驱人物。

感觉是个爆发户......文章都很好,发表频繁,近几年很活跃!
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 楼主| ljmtidilgw 发表于 2006-12-29 19:22:34 | 显示全部楼层
看看他的文章:

*** Carranza-Torres, C.  “Elasto-Plastic Solution of Tunnel Problems Using the Generalized Form of the Hoek-Brown Failure Criterion,” in Proceedings of the ISRM SINOROCK2004 Symposium, Paper No. 2B 28, Spec. Iss. Int. J. Rock Mech. Min. Sci., 41(3), April 2004.

*** Carranza-Torres, C. “Soluciones Elasto-Plásticas para Problemas de Excavaciones en Macizos Rocosos que Satisfacen el Criterio de Rotura Generalizado de Hoek-Brown”, in Proceedings of XVIII Seminario Venezolano de Geotecnia, Geoinsfraestructura: “La Geotecnia en el Desarrollo Nacional” (Caracas, Venezuela, Noviembre 2004), CD Proceedings, Paper No. 26.  Caracas:  Sociedad Venezolana de Geotecnia, 2004.

*** Hoek, E., C. Carranza-Torres and B. Corkum.  “El criterio de Rotura de Hoek-Brown. Edición 2002” (Hoek-Brown Failure Criterion — 2002 Edition), in INGEOTÚNELES, Tunnelling Engineering Series, Vol. 7, Chapter 1, pp. 35-47.  Madrid: Escuela Técnica Superior de Ingenieros de Minas, 2004.

*** Alonso, E., L. R. Alejano, F. Varas, G. Fdez-Manin and C. Carranza-Torres.  “Ground Response Curves for Rock Masses Exhibiting Strain-Softening Behaviour,” Int. J. Num. & Analy. Meth. Geomech., 27, 1153-1184 (2003).  

***Carranza-Torres, C.  “Some Comments on the Application of the Hoek-Brown Failure Criterion for Intact Rock and Rock Masses to the Solution of Tunnel and Slope Excavation Problems,” in  MIR 2004 — X Conference on Rock and Engineering Mechanics, Politecnico di Tornio, November 2004., Chapter 10, pp. 285-326.  G. Barla and M. Barla, Eds.  Bologna:  Pàtron Editore, 2004.  

*** Carranza-Torres, C.  “Ábacos Adimensionales para la Evaluación de la Respuesta Elasto-Plástica de Túneles en Roca” (Dimensionless Charts for the Evaluation of the Elasto-Plastic Response of 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, 2003.

*** Cundall, P., C. Carranza-Torres and R. Hart.  “A New Constitutive Model Based on the Hoek-Brown Criterion,” in FLAC and Numerical Modeling in Geomechanics — 2003 (Proceedings of the 3rd International FLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 17-25.  R. Brummer et al., Eds.  Lisse:  Balkema, 2003.

*** Carranza-Torres, C.  “Dimensionless Graphical Representation of the Exact Elasto-Plastic Solution of a Circular Tunnel in a Mohr-Coulomb Material Subject to Uniform Far-field Stresses,” Rock Mech. & Rock Eng., 36(3), 237-253 (June 2003).

*** Hoek, E., C. Carranza-Torres and B. Corkum.  “Hoek-Brown Failure Criterion — 2002 Edition,” in NARMS-TAC 2002:  Mining and Tunnelling Innovation and Opportunity, Vol. 1, pp. 267-273.  R. Hammah et al., Eds.  Toronto:  University of Toronto Press, 2002.  

*** Carranza-Torres, C.  “Dimensionless Charts for the Evaluation of the Elasto-Plastic Response of 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, 2002.  

*** Carranza-Torres, C., E. Alonso, L. R. Alejano, F. Varas and G. Fdez-Manin.  “Elasto-Plastic Analysis 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, 2002.

*** Fairhurst, C., and C. Carranza-Torres.  “Closing the Circle — Some Comments on Design Procedures for Tunnel Supports in Rock,” in Proceedings of the University of Minnesota 50th Annual Geotechnical Conference (University of Minnesota, February 2002), pp. 21-84. J. F. Labuz and J. G. Bentler, Eds.             Minneapolis:  University of Minnesota, 2002.

***Carranza-Torres, C., and C. Fairhurst.  “Analysis of Tunnel Support Requirements Using the 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, 2000.

***Carranza-Torres, C., and C. Fairhurst. "Aplicación del Método de Convergencia-Confinamiento al Diseño de Túneles en Macizos Rocosos Que Satisfacen el Criterio de Rotura de Hoek y Brown," in INGEOTÚNELES, Tunnelling Engineering Series, Vol. 4, pp. 69-123.  Madrid: Escuela Técnica Superior de Ingenieros de Minas, 2001.

*** Carranza-Torres, C., and C. Fairhurst.  “Application of the Convergence-Confinement Method of Tunnel Design to Rock Masses that Satisfy the Hoek-Brown Failure Criterion,” Tunn. & Underground Space Tech., 15(2), 187-213 (2000).  

***Carranza-Torres, C., and C. Fairhurst.  “Some Consequences of Inelastic Rock-Mass Deformation on the Tunnel Support Loads Predicted by the Einstein and Schwartz Design Approach,” in Trends in Rock Mechanics, Geotechnical Special Publication No. 102, Proceedings of Sessions of Geo-Denver 2000 (August 2000, Denver), pp. 16-49.  J. F. Labuz et al., Eds.  Reston, Virginia:  ASCE, 2000.

*** Carranza-Torres, C., and C. Fairhurst.  “Elasto-Plastic Analysis of Elliptical Cavities in Rock Subject to Non-Hydrostatic Loading,” in FLAC and Numerical Modeling in Geomechan¬ics (Proceedings of the Conference, Minneapolis, September 1999), pp. 215-223.  C. Detournay and R. Hart, Eds.  Rotterdam:  Balkema, 1999.  

***Carranza-Torres, C., and C. Fairhurst.  “The Elasto-Plastic Response of Underground Excavations in Rock Masses That Satisfy the Hoek-Brown Failure Criterion,” Int. J. Rock Mech. & Min. Sci., 36, 777-809 (1999).

*** Carranza-Torres, C.  “Self-Similarity Analysis of the Elasto-Plastic Response of Underground Openings in Rock and Effects of Practical Variables,” Ph.D. Thesis, University of Minnesota, 1998.

*** Carranza-Torres, C., and C. Fairhurst.  “A General Stability Criterion for Tunnels in Soft and Hard Ground,” in Proceedings of the World Tunnel Congress (Austria, April 1997), pp. 29-35.  J. Golser et al., Eds.       Rotterdam:  Balkema, 1997.

*** Carranza-Torres, C., and C. Fairhurst.  “On the Stability of Tunnels Under Gravity Loading with Post-Peak Softening of the Ground,” Int. J. Rock Mech. & Min. Sci., 34(3-4), Paper No. 054 (1997).

*** Carranza-Torres, C., C. Fairhurst and L. Lorig.  “Insights on the Stability of Large Excavations from Analytical and Numerical Models,” Felsbau, 15(1), 45-63 (February 1997).

*** Carranza-Torres, C., and C. Fairhurst.  “Análisis de Estabilidad de una Falla Geológica con el Método de las Discontinuidads de los Desplazamientos (Analysis of the Stability of a Geological Fault Using the Displacement Disconti¬nuity Method),” Actas de la Asociación de Geología Aplicada a la Ingeniería, X, 73-81 (1996).
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eiganer 发表于 2006-12-29 21:10:47 | 显示全部楼层
原来是在Itasca 公司任职的强人   itasca公司的总部就在明尼苏达  
另外文中提及的Barton是岩石力学界的大牛人物  以前老师上工程地质课的时候每每提及这个前辈便赞不绝口
据说是挪威的一个著名岩石力学专家  不知道是不是文中提及的这位高人
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 楼主| ljmtidilgw 发表于 2006-12-29 21:50:15 | 显示全部楼层
eiganer,就是你说的Nick Barton,1974年Barton等根据212个隧洞工程首先提出了岩体质量的Q分类法,是新奥法施工工艺密不可分的。2002年他又对他的分类法进行了修正。将来再专门介绍。

C. Carranza-Torres很精通各类有限元分析和软件,他任咨询的公司就是经营FLAC3D的,好象他当岩石力学咨询的同时,也在明尼苏达大学任教,我这里搜集有一个他2006年6月的讲课笔记,将来给大家传上去,觉得是大家认识目前最新的隧洞/地下洞室新理念[有可能是老理念的延续!]、各类有限元分析[Phase2, Flac3D,UDEC等]简介。

课堂笔记的提要如下:
1、随洞施工:方法和设备
2、固体力学的几个基本方程回顾
3、圆形隧洞的弹性法
4、数字模型介绍
5、岩石的无弹性变形和强度
6、圆形隧洞的弹塑法
7、梁的结果基本力学方程回顾
8、收敛-限制法隧洞支护设计
9、隧洞加固
10、浅隧洞稳定分析

我首先介绍他的原因有以下:
(1)年轻有为,理论绝对是最新的;
(2)全才,理论功底很好,接触的东西实际,精通数字模型
(3)有几篇佳作:
***圆形隧洞的弹-塑法
***收敛-限制法隧洞支护设计
***对Hoek岩石破坏准则有进一步研究
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 楼主| ljmtidilgw 发表于 2006-12-29 22:41:14 | 显示全部楼层
#2楼的编辑部成员,就是风过留沙个人空间里的“国际岩石力学协会主席” John Hudson,对中国青年岩石力学学者之8点建议那个先生!
看来他真是幸运,和那么多岩石力学界老前辈、高人在一起工作!我找不到他的上大学前的简历,可能出生阿根廷,一般讲西班牙语,突破语言障碍、迅速成名也是令人惊讶!

最近空间上载有问题,一定分享那个资料,图文并貌!文字很少 134页。
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eiganer 发表于 2006-12-30 12:58:07 | 显示全部楼层
很想看看那个课堂笔记
期待~~~~~
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 楼主| ljmtidilgw 发表于 2006-12-30 16:11:31 | 显示全部楼层
为了大家搜索方便,我单独发了个帖子:


岩石、土和隧洞
http://www.eswnman.com/dzcn/view ... &extra=#pid2716
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vincent666666 发表于 2008-3-29 23:27:57 | 显示全部楼层
厉害
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kkndsc 发表于 2008-5-10 01:53:38 | 显示全部楼层
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lange506 发表于 2009-3-17 09:30:39 | 显示全部楼层
羡慕啊,看来牛人很多
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xihumeijing 发表于 2009-6-7 17:37:31 | 显示全部楼层
J.A. Hudson[退休]、
N. Barton
Nick Barton and Associates, Hovik, Norway
B.H.G. Brady
University of Western Australia, WA, Australia
E.T. Brown
The University of Queensland, Brisbane, Australia

上面几个才是真正的牛人,对于Carlos Carranza-Torres的文章我看过三四篇,不过恰好有两篇属于一搞多投
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lange506 发表于 2009-6-10 21:51:59 | 显示全部楼层
呵呵,挺好
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koreacrazy 发表于 2009-9-5 16:21:03 | 显示全部楼层
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