Quick
Search: 
 
advanced search
 GSW Home    GeoRef Home    My GSW Alerts    Contact GSW    About GSW    Journals List    Help 
Bulletin of the Seismological Society of America Email Content Delivery
JOURNAL HOME HELP CONTACT PUBLISHER SUBSCRIBE ARCHIVE SEARCH TABLE OF CONTENTS

Bulletin of the Seismological Society of America; December 1997; v. 87; no. 6; p. 1442-1453
© 1997 Seismological Society of America
This Article
Right arrow Full Text (PDF)
Right arrow References
Right arrow Alert me when this article is cited
Right arrow Alert me if a correction is posted
Right arrow Citation Map
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
Right arrow reprints & permissions
Citing Articles
Right arrow Citing Articles via HighWire
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by Baker, C.
Right arrow Articles by Young, R. P.
Right arrow Search for Related Content
GeoRef
Right arrow GeoRef Citation

Evidence for extensile crack initiation in point source time-dependent moment tensor solutions

Calum Baker and R. Paul Young

Department of Earth Sciences University of Keele, Staffordshire, United Kingdom

Abstract

A time-dependent moment tensor inversion technique is applied to 20 seismic events recorded ahead of an advancing tunnel excavation at the Underground Research Laboratory (URL) in Canada. The data are recorded on a 16-sensor triaxial accelerometer array, and the events are chosen from a section of the tunnel such that the event-sensor paths are unaffected by the presence of the tunnel. Factorization of the moment tensor rate functions for each event and subsequent decomposition of the subevents into isotropic and deviatoric components indicate that the events are of three types. The first group shows implosional/shear failure source mechanisms. These are associated with the observed collapse of excavation holes drilled at the side of the tunnel and provide confidence that the method is producing realistic results. The second group of events occurs in the region ahead of the face and show tensile/shear failure mechanisms. These are interpreted in terms of crack initiation ahead of the face and may explain why the tunnel undergoes notching and failure in the floor and roof when the modeled stresses are below the measured rock strength. The third group of events shows predominant shear failure throughout their rupture history. These are interpreted in terms of failure on pre-existing crack surfaces. This study highlights the value of using source mechanism studies of associated seismicity to understand the processes that may be taking place in environments where the stress field is complex both spatially and temporally.




This article has been cited by other articles:


Home page
Bulletin of the Seismological Society of AmericaHome page
Seismicity in Deep Gold Mines of South Africa: Implications for Tectonic Earthquakes
Bulletin of the Seismological Society of America, June 1, 2002; 92(5): 1766 - 1782.



Home page
Bulletin of the Seismological Society of AmericaHome page
A Fast Evaluation of the Seismic Moment Tensor for Induced Seismicity
Bulletin of the Seismological Society of America, December 1, 2000; 90(6): 1521 - 1527.



Home page
Bulletin of the Seismological Society of AmericaHome page
Lithological Controls on Seismicity in Granitic Rocks
Bulletin of the Seismological Society of America, June 1, 2000; 90(3): 709 - 723.



Home page
Bulletin of the Seismological Society of AmericaHome page
W. Scott Phillips, D. Criag Pearson, X. Yang, and B. W. Stump
Aftershocks of an explosively induced mine collapse at White Pine, Michigan
Bulletin of the Seismological Society of America, December 1, 1999; 89(6): 1575 - 1590.
[Abstract] [PDF]




JOURNAL HOME HELP CONTACT PUBLISHER SUBSCRIBE ARCHIVE SEARCH TABLE OF CONTENTS
Copyright © 2009 by Seismological Society of America