Bulletin of the Seismological Society of America
HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
 QUICK SEARCH:   [advanced]


     


Bulletin of the Seismological Society of America; April 1976; v. 66; no. 2; p. 425-431
© 1976 Seismological Society of America
This Article
Right arrow Full Text (PDF)
Right arrow References
Services
Right arrow Email this article to a friend
Right arrow Similar articles in this journal
Right arrow Alert me to new issues of the journal
Right arrow Download to citation manager
Citing Articles
Right arrow Citing Articles via HighWire
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by DIGBY, P. J.
Right arrow Articles by MURRELL, S. A. F.
Right arrow Search for Related Content
GeoRef
Right arrow GeoRef Citation

The deformation of flat ellipsoidal cavities under large confining pressures

P. J. DIGBY* and S. A. F. MURRELL

DEPARTMENT OF MATHEMATICS UNIVERSITY OF BRADFORD, BRADFORD, YORKSHIRE England
DEPARTMENT OF GEOLOGY UNIVERSITY COLLEGE LONDON, GOWER STREET, LONDON WC1E 6BT England

Abstract

The problem concerns an elastic body containing ellipsoidal cavities with principal axes a, b, and c (a greater double equals b >> c) which are closed by pressure and sheared. It is found that the deformed cavity remains ellipsoidal in shape, so that closure occurs simultaneously over the whole boundary, but the deformed axes are rotated with respect to the undeformed axes. The pressure required to close a cavity, in a material with Poisson's ratio v and shear modulus µ is µ(c/b)E/(1 - v) (where E is the elliptic integral of the second kind with modulus k2 = 1 - b2/a2 and argument {pi}/2, and 1 less double equals E less double equals {pi}/2). A relationship is obtained between the cavity closure stress (PC33) and the uniaxial tensile strength (K*1) for a brittle body, and it is shown that PC33 bumpe 10K*1 which is in accord with experimental observations. The uniform tractions acting on the surface of the closed cavity are found to be PA13, PA23 and PA33 + PC33 where the PAij are the applied stresses (refer to the cavity axes) at large distances from the cavity.

Footnotes

* Present address: Koninklijke/Shell Laboratorium, Rijswijk, The Netherlands.




This article has been cited by other articles:


Home page
Journal of the Geological SocietyHome page
S. A. F. MURRELL
Natural faulting and the mechanics of brittle shear failure
Journal of the Geological Society, March 1, 1977; 133(3): 175 - 189.
[Abstract] [PDF]




HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
Copyright © 1976 by the Seismological Society of America.