Simulation of the mechanical behavior of discontinuous rock masses using a bonded-particle model

Gulf Rocks 2004 - 6th North America Rock Mechanics Symposium, NARMS 2004

Volumn , Issue , 2004, Pages

  Park, Eui Seob ^a   Martin, C Derek ^b   Christiansson, Rolf ^c  

^a Korea Institute of Geosceince and Mineral Resources   (South Korea)

^b UNIVERSITY OF ALBERTA   (Canada)

^c SWEDISH NUCLEAR FUEL AND WASTE MANAGEMENT CO   (Sweden)

Author keywords

[No Author keywords available]

Indexed keywords

CONSTITUTIVE MODELS; ROCK MECHANICS;

BONDED PARTICLE MODELS; DISCONTINUOUS ROCK MASS; DISCRETE ELEMENT MODELING; INTACT ROCKS; MECHANICAL BEHAVIOR; ROCK MASS BEHAVIOR; SCALE PROPERTIES; TRADITIONAL MODELS;

ROCKS;

EID: 84991894990     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (12)

1. Andersson, J., R. Christiansson and J.A. Hudson. 2002. Strategy for Development of a Descriptive Rock Mechanics Model: Site Investigation. SKB Technical Report TR-02-01, Stockholm, Sweden.
2. Bieniawski, Z.T. 1976. Rock mass classification in rock engineering. In Exploration for rock engineering, Proceedings of the Symposium, 1976, eds. Z.T. Bieniawski, 97-106. Cape Town: Balkema.
3. Barton, N.R., R. Lien and J. Lunde. 1974. Engineering classification of rock masses for the design of tunnel support. Rock Mech. 6(4): 189-239.
4. Hoek, E., P.K. Kaiser and W.F. Bawden. 1995. Support of underground excavations in hard rock. Rotterdam: Balkema
5. Itasca Consulting Group Inc. 2000. UDEC (Universal Distinct Element Code in 2 Dimensions), Minneapolis, MN: ICG.
6. Itasca Consulting Group Inc. 1999. PFC2D (Particle Flow Code in 2 Dimensions), Minneapolis, MN: ICG.
7. Staub, I., A. Fredriksson and N. Outters. 2002. Strategy for a Rock Mechanics Site Descriptive Model: Development and testing of the theoretical approach. SKB Report R-02-02, Stockholm, Sweden.
8. Cundall, P.A. and O.D.L. Strack. 1979. A discrete numerical model for granular assembles. Geotechnique. 29:47-65.
9. Wanne, T. 2002. Rock strength and deformation dependence on schistosity: Simulation of rock with PFC3D. Itasca Consulting Group, Inc. Report to POSIVA Oy, POSIVA 2002-05.
10. Potyondy, D.O. and P.A. Cundall. 2001. The PFC Model for Rock: Predicting rock-mass damage at the underground research laboratory, Itasca Consulting Group, Inc. Report to Atomic Energy of Canada Limited (AECL), Report No. 06819-REP-01200-10061-R00.
11. Cundall, P.A. 2001. A discontinuous future for numerical modelling in geomechanics? Proceedings of the Institute of Civil Engineers, Geotechnical Engineering January Issue 1 41-47.
12. Martin, C.D. and R. S. Read. 1996. AECL's Mine-by Experiment: A test tunnel in brittle rock. In Proc. 2nd North American Rock Mechanics Symposium, Montreal. Edited by M. Aubertin, F. Hassani & H. Mitri. Vol 1 pp. 13-24. A.A. Balkema, Rotterdam.