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Keywords: Creep behaviour
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Proceedings Papers

Paper presented at the 53rd U.S. Rock Mechanics/Geomechanics Symposium, June 23–26, 2019
Paper Number: ARMA-2019-1733
... ABSTRACT: Rock creep behavior is an essential factor of many geotechnical projects, such as dam foundations, tunnels, rock-bolt or rock-socketed piles. Creep is a progressive deformation that many materials exhibit under a state of constant homogeneous stress. In the last decades, several...
Proceedings Papers

Paper presented at the Vail Rocks 1999, The 37th U.S. Symposium on Rock Mechanics (USRMS), June 7–9, 1999
Paper Number: ARMA-99-0919
... ABSTRACT: The creep behaviour of a soft rock can be examined by experimental studies involving triaxial creep tests and tunnel physical model tests. The physical model tests show a close resemblance to the developed numerical analysis using fitted creep parameters determined by triaxial creep...
Proceedings Papers

Paper presented at the The 25th U.S. Symposium on Rock Mechanics (USRMS), June 25–27, 1984
Paper Number: ARMA-84-0320
... adhesion particle low shear stress ratio Creep behaviour University Upstream Oil & Gas mechanism shale shale joint time-dependent behaviour strength time-dependent displacement plane creep displacement shear stress ratIO discontinuity deformation rock mass ABSTRACT...
Proceedings Papers

Paper presented at the The 21st U.S. Symposium on Rock Mechanics (USRMS), May 27–30, 1980
Paper Number: ARMA-80-0192
... relation cylinder Creep behaviour expression thick-walled cylinder temperature gradient freeze shaft design temperature distribution steady-state creep creep tangential stress ground freezing stress distribution equation calculation thick cylinder viscosity parameter formulation...
Proceedings Papers

Paper presented at the The 21st U.S. Symposium on Rock Mechanics (USRMS), May 27–30, 1980
Paper Number: ARMA-80-0596
... ABSTRACT Experimental and field measurements have shown that the time-dependent behaviour of a jointed rock mass is a function of the rheological behaviour of both the intact rock and its discontinuities. Although numerous numerical techniques exist for modelling the creep behaviour of the...

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