MICRO AND MACROSCOPIC MODELS OF ROCK FRACTURE

dc.contributor.authorTurcotte D.L.
dc.contributor.authorShcherbakov R.
dc.contributor.authorNewman W.I.
dc.date.accessioned2022-02-03T04:39:24Z
dc.date.available2022-02-03T04:39:24Z
dc.date.issued2003
dc.description.abstractThe anelastic deformation of solids is often treated using continuum damage mechanics. An alternative approach to the brittle failure of a solid is provided by the discrete fibre-bundle model. Here we show that the continuum damage model can give exactly the same solution for material failure as the fibre-bundle model. We compare both models with laboratory experiments on the time-dependent failure of chipboard and fibreglass. The power-law scaling obtained in both models and in the experiments is consistent with the power-law seismic activation observed prior to some earthquakes.
dc.identifierhttps://elibrary.ru/item.asp?id=13668844
dc.identifier.citationGeophysical Journal International, 2003, 152, 3, 718-728
dc.identifier.issn0956-540X
dc.identifier.urihttps://repository.geologyscience.ru/handle/123456789/34881
dc.subjectcritical point
dc.subjectdamage mechanics
dc.subjectfibre-bundle model
dc.subjectfracture
dc.subjectpower-law scaling
dc.titleMICRO AND MACROSCOPIC MODELS OF ROCK FRACTURE
dc.typeСтатья

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