1887
ASEG2009 - 20th Geophysical Conference
  • ISSN: 2202-0586
  • E-ISSN:
PDF

Abstract

Estimates of wall-rock strains provide an objective means for discriminating between correct and incorrect structural interpretations of 2D and 3D seismic data. Good interpretation of faults should include a workflow that checks and keeps wall-rock strain below a geologically plausible maximum. We call this the strain minimisation approach.

Loading

Article metrics loading...

/content/journals/10.1071/ASEG2009ab035
2009-12-01
2026-01-14
Loading full text...

Full text loading...

References

  1. BAILEY, W.R, WALSH, J.J and MANZOCCHI, T., 2005, Fault populations, strain distribution and basement fault reactivation in the East Pennines Coalfield, UK. Journal of Structural Geology, v. 27, 913-928.
  2. BOULT, P.J., FREEMAN, B., YIELDING, G., and MENPES, S. 2008, A minimum-strain approach to reducing the structural uncertainty in poor 2D seismic data, Gambier Embayment, Otway Basin, Australia, Proceedings DVD Eastern Australasian Basins Symposium, Sydney.
  3. ESSENTIAL PETROLEUM RESOURCES LTD, 2006, internal presentation to the PEL 72 Joint Venture Technical Committee.
/content/journals/10.1071/ASEG2009ab035
Loading
  • Article Type: Research Article
This is a required field
Please enter a valid email address
Approval was a Success
Invalid data
An Error Occurred
Approval was partially successful, following selected items could not be processed due to error