abo_giftabo_onlineabo_printabo_studentabo_testangle_leftangle_rightangle_right_filledarrow_big_downarrow_big_down_filledarrow_big_leftarrow_big_left_filledarrow_big_rightarrow_big_right_filledarrow_big_uparrow_big_up_filledarrow_dropdown_downarrow_dropdown_uparrow_small_leftarrow_small_left_filledarrow_small_rightarrow_small_right_filledarrow_stage_leftarrow_stage_left_filledarrow_stage_rightarrow_stage_right_filledcaret_downcaret_upcloseclose_thinclose_thin_filledcontactdownload_thickdownload_thick_filleddownload_thindownload_thin_filledebookeditelement_headlineelement_labelelement_relatedcontentlockmailminuspagepage_filledpagespages_filledphoneplusprintprint_filledquotationmarks_leftquotationmarks_rightsearchsendshareshare_filledshoppingcart_bigshoppingcart_big_filledshoppingcart_headershoppingcart_smallshoppingcart_small_filledsocial_facebooksocial_linkedinsocial_pinterest social_xsocial_xingsocial_youtubesocial_twitteruser_biguser_small
29. September 2015

Geomechanics and Tunnelling 05/15

Cover_geot_0515 2478Hauptthema: EUROCK 2015 & 64th Geomechanics Colloquium.

Die Österreichische Gesellschaft für Geomechanik (ÖGG) hat das vergnügen die EUROck in Salzuburg auszurichten. Diese Konferenz wird mit dem traditonellen Geomechanik-Kolloquium verbunden und garantiert damit eine sehr interessante Kombination von Theorie und Praxis, die zu hoffentlich interessanten Diskussionen führt. Photo: DSI

Inhaltsübersicht: (Beiträge aus allen Themengebieten der Konfrenzen in Salzburg)

  • Long-term deformation of mountain tunnel lining and ground under swelling rock condition
  • Valhalla – Innovative pumped hydro storage facilities in Chile: Challenges from a rock mechanical point of view
  • Lessons learned from deep-seated landslides activated by tunnel excavation
  • The Sydney North West Rail Link Project tunnelling challenge with four double shield TBMs
  • The state of the art in monitoring and geotechnical safety management for shallow and deep tunnels
  • Optimization of structural contact stiffness and strength for discrete simulation of progressive failure of healed structure
  • Hydro-mechanical response of Opalinus Clay during excavation works – a synopsis from the Mont Terri URL
  • Deformation of clay rock under THM conditions
  • Rock mass classification and geotechnical model for the foundation of a RCC gravity dam
  • The influence of constitutive model selection on predicted stresses and yield in deep mine pillars – A case study at the Creighton mine, Sudbury, Canada