Three-dimensional fracture propagation under specified well-bore pressure

1989 ◽  
Vol 26 (3-4) ◽  
pp. A117
Keyword(s):  
Three Dimensional ◽  
Fracture Propagation ◽  
Well Bore

Modeling mixed-mode fracture propagation in isotropic elastic three dimensional solid

2012 ◽  
Vol 179 (1-2) ◽  
pp. 45-57 ◽  
Author(s):  
Chunfang Meng ◽  
Frantz Maerten ◽  
David D. Pollard
Keyword(s):  
Mixed Mode ◽  
Three Dimensional ◽  
Fracture Propagation ◽  
Mixed Mode Fracture ◽  
Mode Fracture

scholarly journals A full three‐dimensional fracture propagation model for supercritical carbon dioxide fracturing

2020 ◽  
Vol 8 (8) ◽  
pp. 2894-2906
Author(s):  
Yuting He ◽  
Zhaozhong Yang ◽  
Yanfang Jiang ◽  
Xiaogang Li ◽  
Yongqing Zhang ◽  
...  
Keyword(s):  
Carbon Dioxide ◽  
Supercritical Carbon Dioxide ◽  
Three Dimensional ◽  
Fracture Propagation ◽  
Propagation Model ◽  
Supercritical Carbon

Adaptive finite element–discrete element analysis for stratal movement and microseismic behaviours induced by multistage propagation of three-dimensional multiple hydraulic fractures

2021 ◽  
Vol ahead-of-print (ahead-of-print) ◽  
Author(s):  
Yongliang Wang
Keyword(s):  
Finite Element ◽  
Numerical Models ◽  
Three Dimensional ◽  
Fracture Propagation ◽  
Discrete Element ◽  
Hydraulic Fractures ◽  
Adaptive Finite Element ◽  
Fracture Networks ◽  
Content Type ◽  
Microseismic Events

Purpose Optimized three-dimensional (3D) fracture networks are crucial for multistage hydrofracturing. To better understand the mechanisms controlling potential disasters as well as to predict them in 3D multistage hydrofracturing, some governing factors, such as fluid injection-induced stratal movement, compression between multiple hydraulic fractures, fracturing fluid flow, fracturing-induced microseismic damaged and contact slip events, must be properly simulated via numerical models. This study aims to analyze the stratal movement and microseismic behaviours induced by multistage propagation of 3D multiple hydraulic fractures. Design/methodology/approach Adaptive finite element–discrete element method was used to overcome the limitations of conventional finite element methods in simulating 3D fracture propagation. This new approach uses a local remeshing and coarsening strategy to ensure the accuracy of solutions, reliability of fracture propagation path and computational efficiency. Engineering-scale numerical models were proposed that account for the hydro-mechanical coupling and fracturing fluid leak-off, to simulate multistage propagation of 3D multiple hydraulic fractures, by which the evolution of the displacement, porosity and fracture fields, as well as the fracturing-induced microseismic events were computed. Findings Stratal movement and compression between 3D multiple hydraulic fractures intensify with increasing proximity to the propagating fractures. When the perforation cluster spaces are very narrow, alternate fracturing can improve fracturing effects over those achieved via sequential or simultaneous fracturing. Furthermore, the number and magnitude of microseismic events are directly proportional to the stratal movement and compression induced by multistage propagation of fracturing fracture networks. Originality/value Microseismic events induced by multistage propagation of 3D multiple hydraulic fractures and perforation cluster spaces and fracturing scenarios that impact the deformation and compression among fractures in porous rock matrices are well predicted and analyzed.

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