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A displacement discontinuity approach to modelling the creep behaviour of rock and its discontinuities (1983)

Crawford, A. M. ; Curran, J. H.

New York, NY [u.a.] : Wiley-Blackwell

International Journal for Numerical and Analytical Methods in Geomechanics 7 (1983), S. 245-268

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Details

ISSN: 0363-9061

Schlagwort(e): Engineering ; Engineering General

Quelle: Wiley InterScience Backfile Collection 1832-2000

Thema: Architektur, Bauingenieurwesen, Vermessung , Geologie und Paläontologie

Notizen: Using the correspondence principle of viscoelasticity the Displacement Discontinuity Method has been extended to model the rate-dependent behaviour of a jointed rock mass. The intact rock is assumed to behave as a linear viscoelastic material while, in general, a non-linear rate-dependent behaviour of the rock joints can be accounted for. A number of numerical examples are presented which illustrate the accuracy and potential of the method for analysing complex engineering problems.

Zusätzliches Material: 22 Ill.

Materialart: Digitale Medien

URL: http://dx.doi.org/10.1002/nag.1610070208

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