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Failure Patterns and Mechanisms of Hydraulic Fracture Propagation Behavior in the Presence of Naturally Cemented Fractures

Daobing Wang1, Fang Shi2,*, Hao Qin1,*, Dongliang Sun1, Bo Yu1

1 School of Mechanical Engineering, Beijing Key Laboratory of Pipeline Critical Technology and Equipment for Deep Water Oil & Gas Development, Beijing Institute of Petrochemical Technology, Beijing, 102617, China
2 Jiangsu Key Laboratory of Advanced Manufacturing Technology, Huaiyin Institute of Technology, Huaiyin, 223003, China

* Corresponding Authors: Fang Shi. Email: email; Hao Qin. Email: email

Computer Modeling in Engineering & Sciences 2021, 126(3), 891-914. https://doi.org/10.32604/cmes.2021.014206

Abstract

In this study, we use the extended finite element method (XFEM) with a consideration of junction enrichment functions to investigate the mechanics of hydraulic fractures related to naturally cemented fractures. In the proposed numerical model, the lubrication equation is adopted to describe the fluid flow within fractures. The fluid-solid coupling systems of the hydraulic fracturing problem are solved using the Newton-Raphson method. The energy release rate criterion is used to determine the cross/arrest behavior between a hydraulic fracture (HF) and a cemented natural fracture (NF). The failure patterns and mechanisms of crack propagation at the intersection of natural fractures are discussed. Simulation results show that after crossing an NF, the failure mode along the cemented NF path may change from the tensile regime to the shear or mixed-mode regime. When an advancing HF kinks back toward the matrix, the failure mode may gradually switch back to the tensile-dominated regime. Key factors, including the length of the upper/lower portion of the cemented NF, horizontal stress anisotropy, and the intersection angle of the crack propagation are investigated in detail. An uncemented or partially cemented NF will form a more complex fracture network than a cemented NF. This study provides insight into the formation mechanism of fracture networks in formations that contain cemented NF.

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APA Style
Wang, D., Shi, F., Qin, H., Sun, D., Yu, B. (2021). Failure patterns and mechanisms of hydraulic fracture propagation behavior in the presence of naturally cemented fractures. Computer Modeling in Engineering & Sciences, 126(3), 891-914. https://doi.org/10.32604/cmes.2021.014206
Vancouver Style
Wang D, Shi F, Qin H, Sun D, Yu B. Failure patterns and mechanisms of hydraulic fracture propagation behavior in the presence of naturally cemented fractures. Comput Model Eng Sci. 2021;126(3):891-914 https://doi.org/10.32604/cmes.2021.014206
IEEE Style
D. Wang, F. Shi, H. Qin, D. Sun, and B. Yu, “Failure Patterns and Mechanisms of Hydraulic Fracture Propagation Behavior in the Presence of Naturally Cemented Fractures,” Comput. Model. Eng. Sci., vol. 126, no. 3, pp. 891-914, 2021. https://doi.org/10.32604/cmes.2021.014206

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cc Copyright © 2021 The Author(s). Published by Tech Science Press.
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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