2020
DOI: 10.1007/s40948-020-00180-y
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Influence of existing natural fractures and beddings on the formation of fracture network during hydraulic fracturing based on the extended finite element method

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Cited by 20 publications
(13 citation statements)
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“…This shows that HSD controls the geometry of the fractures, and when HSD is small, the angle between the fractures' morphological expansion and the maximum principal stress will increase significantly. This is because the higher HSD increases the initial shear stress in the coal seam, especially in locations with natural fractures, where hydraulic fractures are more likely to expand [36][37][38].…”
Section: Parametric Analysis On Fracture Propagationmentioning
confidence: 99%
“…This shows that HSD controls the geometry of the fractures, and when HSD is small, the angle between the fractures' morphological expansion and the maximum principal stress will increase significantly. This is because the higher HSD increases the initial shear stress in the coal seam, especially in locations with natural fractures, where hydraulic fractures are more likely to expand [36][37][38].…”
Section: Parametric Analysis On Fracture Propagationmentioning
confidence: 99%
“…However, the distribution of fracture network cannot describe by a simple approach, such as analytical equations (Meng et al, 2020). The complex fracture network was formed based on communicating and extending natural fractures (Li et al, 2020), so the fracture network structure is consistent with the distribution of natural fractures in the reservoir. Pfeiferper and Avnir (1983), Katz and Thompson (1985), Krohn (1988) used adsorption method, electron microscope observation and mercury intrusion method to study the microscopic pore and natural fracture structure of unconventional reservoirs.…”
Section: Introductionmentioning
confidence: 99%
“…Previous studies have examined the frictional problem of proppant-rock systems (Xiao et al 2016;Zhang et al 2019aZhang et al , 2019b, proppant damage and embedment (Ahamed et al 2019;Bandara et al 2018Bandara et al , 2020aBandara et al , 2020b as well as dynamic phenomena involved in rocks during the hydraulic fracturing process (Naghi Dehghan et al 2014;Hadei and Veiskarami 2020;Li et al 2021;Xu et al 2021;Wang et al 2021). As the analyses of proppant-rock (and proppant-fluid-rock) systems involve very complex mechanisms, researchers have attempted to examine the problem by means of discrete-based numerical simulations (DEM), coupled DEM with computational fluid dynamics (PFC-CFD) and finite element methods (PFC-FEM) as well as other numerical techniques (Zeng et al 2016;Zhang et al 2017Zhang et al , 2018Zhang et al , 2019cZheng and Tannant 2019;Hu et al 2020;Li et al 2020;Yang et al 2020;Duan et al 2018aDuan et al , 2021. DEM (as well as DEM coupled with computational fluid dynamics codes) have also received a significant amount of research in the study of rock mechanics and fracture propagation problems (Duan and Kwok 2015;Duan et al 2018b;Le et al 2021;Peng et al 2018Peng et al , 2021.…”
Section: Introductionmentioning
confidence: 99%
“…The study of problems in hydraulic fracturing stimulation necessitates an understanding of the influence of preexisting or newly developed fractures within the rock mass as well as other types of geological structures such as faults (Westwood et al 2017;Ranjith 2019a, 2019b;Ahamed et al 2019;Duan and Kwok 2020;Li et al 2020;Yang et al 2020). Despite the significant amount of research on proppant-rock interactions, less attention has been given to the analysis of the influence of pre-existing fractures (or newly formed fractures) on the behaviour of the fundamental analogue system of single impactor colliding on rock base block, which may be additionally influenced by the velocity at collision (e.g.…”
Section: Introductionmentioning
confidence: 99%