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Article: Simulation of 3D fracture propagation under I-II-III mixed-mode loading
| Title | Simulation of 3D fracture propagation under I-II-III mixed-mode loading |
|---|---|
| Authors | |
| Keywords | 3D fracture propagation Curve smoothing Hydro-mechanical (HM) coupling Mixed-mode loading Schöllmann criterion |
| Issue Date | 24-Sep-2023 |
| Publisher | Elsevier |
| Citation | Rock Mechanics Bulletin, 2023, v. 2, n. 4 How to Cite? |
| Abstract | Fracture propagation under mixed-mode loading conditions prevails in many natural geological processes and deep engineering projects, while the corresponding numerical simulation is very challenging in rock mechanics, especially in 3D cases. In most previous studies, the complexity of 3D fracture geometry was over-simplified, and model III loading was often not considered. In this study, we propose to use an efficient stress-based Schöllmann criterion combined with Displacement Discontinuity Method (DDM) to model 3D fracture propagation under arbitrary I + II + III mixed-mode loading conditions. A novel curve-smoothing algorithm is developed to smoothen the fracture front during propagation, which significantly enhances the model's ability in dealing with complex 3D fracture geometry. In particular, we adopt two different solution schemes, namely staggered and monolithic, to simulate mode I fracture propagation in the case of hydraulic fracturing. The accuracy, efficiency and convergency of the two solution schemes are compared in detail. Our research findings suggest that the degree of coupling between fracture aperture and fluid pressure in hydraulic fracturing lies somewhere between one-way and two-way, which favors the staggered solution scheme. To further test our new model, we provide three additional numerical examples associated with 3D fracture propagation under various mixed-mode loading conditions. Our model shows excellent performance in efficiently locating the new fracture front and reliably capturing the complex 3D fracture geometry. This study provides a generic algorithm to model high-fidelity 3D fracture propagation without simplifying fracture geometry or loading conditions, making it widely applicable to fracture-propagation-related problems. |
| Persistent Identifier | http://hdl.handle.net/10722/338439 |
| ISSN |
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Wong, Louis Ngai Yuen | - |
| dc.contributor.author | Cui, Xin | - |
| dc.date.accessioned | 2024-03-11T10:28:54Z | - |
| dc.date.available | 2024-03-11T10:28:54Z | - |
| dc.date.issued | 2023-09-24 | - |
| dc.identifier.citation | Rock Mechanics Bulletin, 2023, v. 2, n. 4 | - |
| dc.identifier.issn | 2773-2304 | - |
| dc.identifier.uri | http://hdl.handle.net/10722/338439 | - |
| dc.description.abstract | <p>Fracture propagation under mixed-mode loading conditions prevails in many natural <a href="https://www.sciencedirect.com/topics/earth-and-planetary-sciences/geological-process" title="Learn more about geological processes from ScienceDirect's AI-generated Topic Pages">geological processes</a> and deep engineering projects, while the corresponding numerical simulation is very challenging in rock mechanics, especially in 3D cases. In most previous studies, the complexity of 3D fracture geometry was over-simplified, and model III loading was often not considered. In this study, we propose to use an efficient stress-based Schöllmann criterion combined with Displacement Discontinuity Method (DDM) to model 3D fracture propagation under arbitrary I + II + III mixed-mode loading conditions. A novel curve-smoothing algorithm is developed to smoothen the fracture front during propagation, which significantly enhances the model's ability in dealing with complex 3D fracture geometry. In particular, we adopt two different solution schemes, namely staggered and monolithic, to simulate mode I fracture propagation in the case of <a href="https://www.sciencedirect.com/topics/engineering/hydraulic-fracturing" title="Learn more about hydraulic fracturing from ScienceDirect's AI-generated Topic Pages">hydraulic fracturing</a>. The accuracy, efficiency and <a href="https://www.sciencedirect.com/topics/engineering/convergency" title="Learn more about convergency from ScienceDirect's AI-generated Topic Pages">convergency</a> of the two solution schemes are compared in detail. Our research findings suggest that the degree of coupling between fracture aperture and fluid pressure in hydraulic fracturing lies somewhere between one-way and two-way, which favors the staggered solution scheme. To further test our new model, we provide three additional numerical examples associated with 3D fracture propagation under various mixed-mode loading conditions. Our model shows excellent performance in efficiently locating the new fracture front and reliably capturing the complex 3D fracture geometry. This study provides a generic algorithm to model high-fidelity 3D fracture propagation without simplifying fracture geometry or loading conditions, making it widely applicable to fracture-propagation-related problems.<br></p> | - |
| dc.language | eng | - |
| dc.publisher | Elsevier | - |
| dc.relation.ispartof | Rock Mechanics Bulletin | - |
| dc.subject | 3D fracture propagation | - |
| dc.subject | Curve smoothing | - |
| dc.subject | Hydro-mechanical (HM) coupling | - |
| dc.subject | Mixed-mode loading | - |
| dc.subject | Schöllmann criterion | - |
| dc.title | Simulation of 3D fracture propagation under I-II-III mixed-mode loading | - |
| dc.type | Article | - |
| dc.identifier.doi | 10.1016/j.rockmb.2023.100082 | - |
| dc.identifier.scopus | eid_2-s2.0-85178495659 | - |
| dc.identifier.volume | 2 | - |
| dc.identifier.issue | 4 | - |