The platform will undergo maintenance on Sep 14 at about 7:45 AM EST and will be unavailable for approximately 2 hours.
Proceedings of the 6th Unconventional Resources Technology Conference 2018
DOI: 10.15530/urtec-2018-2900807
|View full text |Cite
|
Sign up to set email alerts
|

Geomechanical Simulation of Different Conceptual Models for Microseismic Interpretation

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
1
0

Year Published

2020
2020
2020
2020

Publication Types

Select...
2

Relationship

0
2

Authors

Journals

citations
Cited by 2 publications
(2 citation statements)
references
References 0 publications
0
1
0
Order By: Relevance
“…As shown in Figure 19, many unconnected NFs also underwent shear slip. The slip on unconnected NFs may be attributed to poroelastic stress changes in the rock mass, which is supported by microseismicity interpretation [47] and theoretical analysis [48]. Even though activation of unconnected NFs cannot enhance the conductivity of the HFN, the stress acting on the NF plane and the elastic strain energy can be 13 Geofluids reduced, which may be beneficial for mitigating rockburst or destressing underground excavations [49].…”
Section: Analysis Of Stimulation Mechanism In Nfnmentioning
confidence: 89%
“…As shown in Figure 19, many unconnected NFs also underwent shear slip. The slip on unconnected NFs may be attributed to poroelastic stress changes in the rock mass, which is supported by microseismicity interpretation [47] and theoretical analysis [48]. Even though activation of unconnected NFs cannot enhance the conductivity of the HFN, the stress acting on the NF plane and the elastic strain energy can be 13 Geofluids reduced, which may be beneficial for mitigating rockburst or destressing underground excavations [49].…”
Section: Analysis Of Stimulation Mechanism In Nfnmentioning
confidence: 89%
“…As shown in Fig. 20a, a small amount of slip microseismic events occur on the pre-existing joint before the intersection with the hydraulic fracture; these are referred to here as ''dry events'' [54] Gu and Weng [55] suggested that the first step in the hydraulic fracture-joint interaction process is mechanical interaction, where the joint plane is under the influence of the stress induced by HF, but the fluid pressure of the joint plane is considered to remain zero. Highpressure fluid injection in a rock mass causes the initiation and propagation of HF in addition to promoting joint failure in shear.…”
Section: Simulated Evolution Of the Hydraulic Fracture -Joint Interac...mentioning
confidence: 99%