C. Carranza‐Torres

Author

C. Carranza‐Torres

Also Known As

C Carranza-Torres, C. Carranza-Torres, C. Carranza‐Torres, Carlos Carranza-Torres, Carranza-Torres C., Carranza-Torres, Carlos

Publications

Citations

H-Index

Concepts

All Affiliations

University of Minnesota, Duluth Itasca Consultants (United States)University of Minnesota Universidade de Vigo

About

C. Carranza‐Torres is an author at University of Minnesota, Duluth specializing in engineering, civil engineering, and tunneling.

Top Concepts

#	Concept	H-Index	Publications	Citations
1	Engineering	16	17	2.5K
2	Civil Engineering	11	11	1.9K
3	Mechanical Engineering	9	9	851
4	Construction Engineering	2	2	144
5	Materials Science	1	1	55

C. Carranza‐Torres

Publications

Citations

H-Index

Page 1

	Year	Citations
HOEK-BROWN FAILURE CRITERION - 2002 EDITION E. Hoek, C. Carranza‐Torres, Brent Corkum	2002	1.4K
The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek–Brown failure criterion C. Carranza‐Torres, C. Fairhurst International Journal of Rock Mechanics and Mining Sciences Geotechnical EngineeringRock TestingEngineeringUnderground SpaceCivil Engineering	1999	614
Application of the Convergence-Confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion C. Carranza‐Torres, C. Fairhurst Tunnelling and Underground Space Technology Geotechnical EngineeringRock TestingEngineeringCivil EngineeringTunneling	2000	562
Ground response curves for rock masses exhibiting strain‐softening behaviour E. Alonso, Leandro R. Alejano, Fernando Varas, International Journal for Numerical and Analytical Methods in Geomechanics Rock TestingEngineeringGround Response CurvesMechanics ModelingGeotechnical Engineering	2003	287
Elasto-plastic solution of tunnel problems using the generalized form of the hoek-brown failure criterion C. Carranza‐Torres International Journal of Rock Mechanics and Mining Sciences Elasto-plastic SolutionEngineeringTunnel ProblemsMechanicsMechanical Engineering	2004	198
Mechanical analysis of circular liners with particular reference to composite supports. For example, liners consisting of shotcrete and steel sets C. Carranza‐Torres, Mark S. Diederichs Tunnelling and Underground Space Technology EngineeringMechanical AnalysisMechanical EngineeringCircular LinersSteel Sets	2009	145
Analytical and Numerical Study of the Mechanics of Rockbolt Reinforcement around Tunnels in Rock Masses C. Carranza‐Torres Rock Mechanics and Rock Engineering Geotechnical EngineeringNumerical StudyRockbolt ReinforcementEngineeringCivil Engineering	2009	140
Elasto-plastic solution of tunnel problems using the generalized form of the hoek–brown failure criterion C. Carranza‐Torres International Journal of Rock Mechanics and Mining Sciences Elasto-plastic SolutionEngineeringTunnel ProblemsMechanicsMechanical Engineering	2004	110
On the elastic analysis of a circular lined tunnel considering the delayed installation of the support C. Carranza‐Torres, B. Rysdahl, Mohd Shahir Kasim International Journal of Rock Mechanics and Mining Sciences Geotechnical EngineeringEngineeringDelayed InstallationMechanicsMechanical Engineering	2013	95
Study of the stability against toppling of rock blocks with rounded edges based on analytical and experimental approaches Leandro R. Alejano, C. Carranza‐Torres, G. P. Giani, Engineering Geology Geotechnical EngineeringRock SlideRock TestingEngineeringRock Blocks	2015	81

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