Abstract
AbstractBest of EUROCK 2015 & 64. Geomechanics Colloquium / Ausgewählte Beiträge des Symposiums EUROCK 2015 & des 64. Geomechanik KolloquiumsJ.J. Day, M.S. Diederichs, D.J. Hutchinson: Effects of structural contact stiffness and strength on progressive failure of healed structureN. Isago, K. Kawata, A. Kusaka, T. Ishimura: Long‐term deformation of mountain tunnel lining and ground under swelling rock conditionS. Pausz, H. Nowotny, G. Jung: Rock mass classification and geotechnical model for the foundation of a RCC gravity damC.L. Zhang: Long‐term deformation of clay rock under various thermo‐hydro‐mechanical conditionsG. Walton, M.S. Diederichs, A. Punkkinen: Influence of Constitutive Model Choice on Simulated Stress Path and Yield Evolution in Deep Mine Pillar Analysis – Experience from the Creighton Mine, Sudbury, CanadaP. Bagga, D.G. Roy, T.N. Singh: Effect of carbon dioxide sequestration on the mechanical properties of Indian coalG. Barla, D. Debernardi, A. Perino: Lessons learned on deep‐seated landslides activated by tunnel excavationS. Giger, P. Marschall, B. Lanyon, C.D. Martin: Hydromechanical response of Opalinus Clay during excavation works – a synopsis from the Mont Terri URLT. Marcher, S. Bauer, M. Allende, C. Mathiesen: Valhalla – innovative pumped hydro storage facilities in Chile – challenges from a rock mechanical point of viewW. Schubert, B. Moritz: State of the art in monitoring and geotechnical safety management for shallow and deep tunnelsT. Camus, F. Therville: Sydney North West Rail Link project – 4 double shield TBMs excavate 15 km of twin tunnels
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.