2017
DOI: 10.1016/j.petrol.2016.10.068
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A novel approach to quantify reservoir pressure along the horizontal section and to optimize multistage treatments and spacing between hydraulic fractures

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Cited by 12 publications
(7 citation statements)
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“…In the process of hydrofracturing, the stress shadow effect and deflection behaviour of multiple fracture disturbances between the three-dimensional (3D) fracture network propagation are important factors affecting the propagation morphology of the spatial fracture network and the fracturing effect (He et al, 2017;Gutierrez et al, 2019;Sobhaniaragh et al, 2018;Yoon et al, 2015). In the process of hydraulic fracture propagation, 3D fractures are accompanied by spatial deflection and compression between fractures, resulting in the unstable propagation of fractures (Wong et al, 2013;Manriquez et al, 2017). Some studies have found that the perforation cluster spacing and initiation sequence of multistage fracturing will result in varying degrees of fracture deflection, and the unstable propagation of fractures will affect the fracture orientation control and fracture network design (Ba zant et al, 2014;Zhang and Jeffrey, 2012;Roussel and Sharma, 2011).…”
Section: Introductionmentioning
confidence: 99%
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“…In the process of hydrofracturing, the stress shadow effect and deflection behaviour of multiple fracture disturbances between the three-dimensional (3D) fracture network propagation are important factors affecting the propagation morphology of the spatial fracture network and the fracturing effect (He et al, 2017;Gutierrez et al, 2019;Sobhaniaragh et al, 2018;Yoon et al, 2015). In the process of hydraulic fracture propagation, 3D fractures are accompanied by spatial deflection and compression between fractures, resulting in the unstable propagation of fractures (Wong et al, 2013;Manriquez et al, 2017). Some studies have found that the perforation cluster spacing and initiation sequence of multistage fracturing will result in varying degrees of fracture deflection, and the unstable propagation of fractures will affect the fracture orientation control and fracture network design (Ba zant et al, 2014;Zhang and Jeffrey, 2012;Roussel and Sharma, 2011).…”
Section: Introductionmentioning
confidence: 99%
“…In the process of hydrofracturing, the stress shadow effect and deflection behaviour of multiple fracture disturbances between the three-dimensional (3D) fracture network propagation are important factors affecting the propagation morphology of the spatial fracture network and the fracturing effect (He et al., 2017; Gutierrez et al., 2019; Sobhaniaragh et al., 2018; Yoon et al., 2015). In the process of hydraulic fracture propagation, 3D fractures are accompanied by spatial deflection and compression between fractures, resulting in the unstable propagation of fractures (Wong et al., 2013; Manriquez et al. , 2017).…”
Section: Introductionmentioning
confidence: 99%
“…In the process of hydraulic fracture propagation, 3D fractures are accompanied by spatial deflection and compression between fractures, resulting in unstable fracture propagation [7,8]. The perforation cluster spacing of multistage fracturing causes deflection of Energies 2022, 15, 4888 2 of 15 hydraulic fractures to varying degrees, and the unstable propagation of fractures affects the control and design of the final fracture network [9,10].…”
Section: Introductionmentioning
confidence: 99%
“…In addition to the coupling of multiple physical fields, which is an internal factor affecting the internal properties of rock mass, the interaction of multiple fractures in fracture propagation also affects fracture propagation. In the process of hydraulic fracture propagation, 3D fractures are accompanied by spatial deflection and compression between fractures, resulting in unstable fracture propagation (Wong et al, 2013;Manriquez et al, 2017). The different perforation cluster spacing of multistage fracturing will cause different degrees of of hydraulic fractures spatial deflection, and the unstable propagation of fractures will affect control and design of final fracture network (Zhang and Jeffrey, 2012;Bažant et al, 2014).…”
Section: Introductionmentioning
confidence: 99%