LAPSE:2023.14445
Published Article
LAPSE:2023.14445
Parameter Studies on Hydraulic Fracturing in Brittle Rocks Based on a Modified Hydromechanical Coupling Model
Yulong Zhang, Yiping Zhang, Bei Han, Xin Zhang, Yun Jia
March 1, 2023
Abstract
In this paper, we present a numerical study of hydraulic fracturing in brittle rock by using particle flow simulation. The emphasis is put on the influence of in situ stress, differential stress, fluid injection rate, fluid viscosity and borehole size on hydraulic fracturing behavior. To this end, an improved hydromechanical coupling model is first introduced to better describe fluid flow and local deformation of particle-based rocks. A series of parameter sensitivity studies are then conducted under the framework of particle flow simulation. Modelling results suggest that the breakdown pressure and time to fracture both linearly increase with confining stress, and hydraulic fracturing patterns present a distinct transition from brittle to ductile. Fluid injection rate and fluid viscosity have similar influences on hydraulic fracturing propagation, their value decrease leads to borehole pressure decrement and time to fracture prolongation. However, the former mainly controls the time to initial cracking, while the latter largely decides the duration of fracturing propagation. As for borehole radius, its increases can directly enhance the fluid diffusion zone, which further intensifies the nonlinear property of borehole pressure, leads to breakdown pressure decrease, prolongs time to fracture and forms more complex hydraulic fractures.
Keywords
discrete element method, fluid injection rate, fluid viscosity, hydraulic fracturing, in situ stress, particle flow simulation
Suggested Citation
Zhang Y, Zhang Y, Han B, Zhang X, Jia Y. Parameter Studies on Hydraulic Fracturing in Brittle Rocks Based on a Modified Hydromechanical Coupling Model. (2023). LAPSE:2023.14445
Author Affiliations
Zhang Y: College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China
Zhang Y: College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China
Han B: Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China
Zhang X: College of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China
Jia Y: Laboratory of Mechanics of Lille, University of Lille, 59650 Villeneuve d’Ascq, France [ORCID]
Journal Name
Energies
Volume
15
Issue
7
First Page
2687
Year
2022
Publication Date
2022-04-06
ISSN
1996-1073
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Original Submission
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PII: en15072687, Publication Type: Journal Article
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https://doi.org/10.3390/en15072687
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