1989
DOI: 10.4095/126688
|View full text |Cite
|
Sign up to set email alerts
|

Modelling of Stress Refraction in Sediments Around the Peace River Arch, western Canada

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

2
5
0

Year Published

1990
1990
2021
2021

Publication Types

Select...
6
1

Relationship

0
7

Authors

Journals

citations
Cited by 11 publications
(7 citation statements)
references
References 0 publications
2
5
0
Order By: Relevance
“…The predicted stress trajectory plot of Figure 7b is remarkably similar to the horizontal stress trajectory plot constructed for the western Canadian Basin breakout data by Bell and Babcock [1986, Figure 6]. In particular, the generally NE-SW trending fitted trajectories tend to refract around subsurface basement arches in the basin (see Bell and Lloyd [1989] for details).…”
Section: Stress Trajectory Mapssupporting
confidence: 74%
“…The predicted stress trajectory plot of Figure 7b is remarkably similar to the horizontal stress trajectory plot constructed for the western Canadian Basin breakout data by Bell and Babcock [1986, Figure 6]. In particular, the generally NE-SW trending fitted trajectories tend to refract around subsurface basement arches in the basin (see Bell and Lloyd [1989] for details).…”
Section: Stress Trajectory Mapssupporting
confidence: 74%
“…reported for the Peace River Arch in Alberta (Adams and Bell, 1991;Bell and Lloyd, 1989;Fordjor et al, 1983). Potential stress rotation is confirmed by several numerical studies (Bell and Lloyd, 1989;Grünthal and Stromeyer, 1992;Mantovani et al, 2000;Marotta et al, 2002;Spann et al, 1994;Tommasi et al, 1995;Zhang et al, 1994).…”
Section: Strength Contrastsupporting
confidence: 64%
“…The north-westem part of Jutland is an area with severe salt tectonics (Madirazza et al, 1990), which may cause stress reorientation. This stress reorientation may either be due to lateral differences in the elastic parameters because of tangential stress orientations outside the salt dome (Schneider, 1985;Bell and Lloyd, 1989), or to vertical doming which results in a local radial stress pattern (Teufel and Farell, 1990). The Skive-2 well is situated on the northern flank of an oval salt pillow (Madirazza et al, 1990) whereas the SH orientation in the Thisted-3 well is parallels the salt pillow and thus does not fit their results.…”
Section: Downhole Variation Of Shmentioning
confidence: 99%