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Keywords: characteristic line
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Proceedings Papers
Rockbolting In the Rock-support Interaction Analysis
Available to Purchase
Paper presented at the 7th ISRM Congress, September 16–20, 1991
Paper Number: ISRM-7CONGRESS-1991-260
... equilibrium characteristic line new approach tunnel bolt installation Rock Deformation rockbolt excavation installation deformation rock mass stiffness Rockbolting in the rock-support interaction analysis Ankerausbau in die Gebirgskennlinienmethode Prise en compte du boulonnage dans la methode...
Proceedings Papers
Analysis of Ground Response Curves For Tunnels Including Water Flow, Hoek-Brown Failure Criterion And Brittle-elastoplastic Rock Behaviour
Available to Purchase
Paper presented at the 6th ISRM Congress, August 30–September 3, 1987
Paper Number: ISRM-6CONGRESS-1987-025
.... reservoir geomechanics characteristic line seepage integration constant equation Fluid Dynamics Reservoir Characterization effective stress ground response curve cross section hoek-brown failure criterion plastic zone radius circular tunnel influence radius Upstream Oil & Gas brittle...
Proceedings Papers
Time-dependent Ground Response Curves For Tunnel Lining Design
Available to Purchase
Paper presented at the 6th ISRM Congress, August 30–September 3, 1987
Paper Number: ISRM-6CONGRESS-1987-170
... be seen from the surveys made by Ladanyi(1980) and Brown et al.(1983). Among these methods, the characteristic- line ground support design approach, or the convergence-confinement method, has received a Considerable attention over the last two decades, even though this concept implies relatively simple...
Proceedings Papers
Measurements In An Experimental Tunnel Bored In The Sevilla Blue Marls And Recomendations. For The Subway Design
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Paper presented at the 4th ISRM Congress, September 2–8, 1979
Paper Number: ISRM-4CONGRESS-1979-207
... are included. Several recommendations that could be used as basic for the desing of the future tunnels are established, principally the "characteristic line" of the blue marls. RESUME: Avec le propos d 'etudier les problerne s geotechniques generaux relatifs à le batiment du future Metro de la Ville de...
