2019
DOI: 10.1115/1.4045226
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Pressure Transient Behaviors of Vertical Fractured Wells With Asymmetric Fracture Patterns

Abstract: It is well proven that hydraulic fracturing may cause a complex fracture network or an asymmetric fracture pattern. This study aims to develop a model to analyze the pressure transient behaviors for asymmetric fracture patterns. Some physical models were built to describe the asymmetric of fracture length and conductivity. In order to solve the model, each fracture was discreted to several segments and each segment was treated as a line source. According to theory of superposition, we coupled the flow rate and… Show more

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Cited by 5 publications
(1 citation statement)
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“…Because the conventional form of phase field is based on the assumption of tension and compression symmetry, it is not applicable to rock materials [1], whose tensile and compressive strengths show significant differences [2]. To reproduce the fracture behaviors exhibiting asymmetric tension-compression characteristics, Zhou et al [3]and Wang et al [4] developed new driving force formulations, whereby Mohr-Coulomb criterion can be introduced to phase field fracture modeling. Navidtehrani et al [5][6][7] proposed a general framework for decomposing the strain energy density under multi-axial loading, which enables us to simulate compressive failure in rocks under Drucker-Prager criterion.…”
Section: Introductionmentioning
confidence: 99%
“…Because the conventional form of phase field is based on the assumption of tension and compression symmetry, it is not applicable to rock materials [1], whose tensile and compressive strengths show significant differences [2]. To reproduce the fracture behaviors exhibiting asymmetric tension-compression characteristics, Zhou et al [3]and Wang et al [4] developed new driving force formulations, whereby Mohr-Coulomb criterion can be introduced to phase field fracture modeling. Navidtehrani et al [5][6][7] proposed a general framework for decomposing the strain energy density under multi-axial loading, which enables us to simulate compressive failure in rocks under Drucker-Prager criterion.…”
Section: Introductionmentioning
confidence: 99%