2019
DOI: 10.1093/gji/ggz352
|View full text |Cite
|
Sign up to set email alerts
|

3-D mechanical analysis of complex reservoirs: a novel mesh-free approach

Abstract: SUMMARY Building geomechanical models for induced seismicity in complex reservoirs poses a major challenge, in particular if many faults need to be included. We developed a novel way of calculating induced stress changes and associated seismic moment response for structurally complex reservoirs with tens to hundreds of faults. Our specific target was to improve the predictive capability of stress evolution along multiple faults, and to use the calculations to enhance physics-based understanding … Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
15
0

Year Published

2020
2020
2024
2024

Publication Types

Select...
5
1

Relationship

0
6

Authors

Journals

citations
Cited by 21 publications
(15 citation statements)
references
References 54 publications
0
15
0
Order By: Relevance
“…As shown in a number of previous studies (e.g. Buijze, van den Bogert et al, 2019;Buijze et al, 2017;Haug et al, 2018;Mulders, 2003;van Wees et al, 2019;Zbinden et al, 2017), depletion of offset reservoir compartments results in normal and shear stress concentrations developing at the top of the hanging wall and at the base of the footwall (Figure 3-9a and b), while shear stress minima develop at the top of the footwall and base of the hanging wall (Figure 3-9b). The net result of these stress changes is that maxima in SCU (Equation 3-22) appear at the top of the hanging wall and at the base of the footwall, resulting in fault reactivation at these two locations after 7 MPa of depletion (Figure 3-9d).…”
Section: 2 Stress Changes and Fault Reactivation Due To Compactiomentioning
confidence: 52%
See 4 more Smart Citations
“…As shown in a number of previous studies (e.g. Buijze, van den Bogert et al, 2019;Buijze et al, 2017;Haug et al, 2018;Mulders, 2003;van Wees et al, 2019;Zbinden et al, 2017), depletion of offset reservoir compartments results in normal and shear stress concentrations developing at the top of the hanging wall and at the base of the footwall (Figure 3-9a and b), while shear stress minima develop at the top of the footwall and base of the hanging wall (Figure 3-9b). The net result of these stress changes is that maxima in SCU (Equation 3-22) appear at the top of the hanging wall and at the base of the footwall, resulting in fault reactivation at these two locations after 7 MPa of depletion (Figure 3-9d).…”
Section: 2 Stress Changes and Fault Reactivation Due To Compactiomentioning
confidence: 52%
“…Many modeling studies have assumed linear elastic material properties to model the stresses induced by depletion of the Groningen field as well as the response of other fields to a variety of subsurface activities (Buijze, van den Bogert et al, 2019;Haug et al, 2018;Mulders, 2003;Nagelhout & Roest, 1997;Roest & Kuilman, 1994;Segall, 1989;Segall et al, 1994;van Wees et al, 2019, Zbinden et al, 2017. The stressstrain response resulting from the present elastoplasic MCC model was near-linear in the stress range of interest.…”
Section: 5 Approximation Of MCC Behavior With Apparent Linear Elamentioning
confidence: 98%
See 3 more Smart Citations