Scaling of geological discontinuity normal load-deformation response usingfractal geometry

Authors
Citation
Me. Plesha et D. Ni, Scaling of geological discontinuity normal load-deformation response usingfractal geometry, INT J NUM A, 25(8), 2001, pp. 741-756
Citations number
20
Categorie Soggetti
Geological Petroleum & Minig Engineering
Journal title
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
ISSN journal
03639061 → ACNP
Volume
25
Issue
8
Year of publication
2001
Pages
741 - 756
Database
ISI
SICI code
0363-9061(200107)25:8<741:SOGDNL>2.0.ZU;2-M
Abstract
The mechanical behaviour of discontinuities in rock, such as joints, is kno wn to be size-dependent. It is also suspected that the behaviour of larger size features, such as faults, is also size-dependent. This size dependence has serious implications for performing numerical response simulations of geological media. In this paper, we develop a new mathematical theory for s caling of one particular discontinuity property, namely the interface norma l stiffness. To accomplish this, we idealize an interface to have fractal g eometry, and we develop analytical relations which show that the interface normal stiffness, which is commonly thought to be a size-independent proper ty, is in fact a size-dependent property and has fractal characteristics th at may be exploited to develop a fundamental theory for scaling. Copyright (C) 2001 John Wiley & Sons, Ltd.