A platform for research: civil engineering, architecture and urbanism
Stability analyses of underground openings using a multiaxial failure criterion with scale effects
Stability analyses of underground openings using a multiaxial failure criterion with scale effects
Stability analyses of underground openings using a multiaxial failure criterion with scale effects
Li, L. (author) / Aubertin, M. (author) / Simon, R. (author) / Sijing, W. / Bingjun, F. / Zhongkui, L. / International Society for Rock Mechanics / Chinese Society for Rock Mechanics and Engineering
2nd, Asian rock mechanics symposium; Frontiers of rock mechanics and sustainable development in the 21st century ; 2001 ; Beijing
2001-01-01
6 pages
Also known as the 2001 ISRM international symposium - 2nd ARMS
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Stability Analyses of Underground Openings Using a Multiaxial Failure Criterion
British Library Conference Proceedings | 1999
|Stability analyses of underground openings using a multiaxial failure criterion
Tema Archive | 1999
|Multiaxial failure criterion with time and size effects for intact rock
British Library Conference Proceedings | 1999
|Excavation and stability of underground openings
British Library Conference Proceedings | 1995
|