Proceedings of the 4th Unconventional Resources Technology Conference 2016
DOI: 10.15530/urtec-2016-2460449
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Experimental Study of Hydraulic Fracture/Natural Fracture Interaction on a Tight Sandstone Formation

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Cited by 5 publications
(5 citation statements)
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“…If HF do not propagate across pre-existing NF, it would react the NF plane in the following three items: dilation, shearing, and the combinations of both . The occurrences of the abovementioned three forms are discussed: (i) At a low approach angle (the angle between HF and NF), the fracture overpressure at the HF tip makes the NF interface to open up, increases its width, and thus dilates the NF; (ii) in the weakly bonded rock–NF interface with shallow burial depth, low approach angle, and NF of high cement thickness, induced HF will get arrested at the NF interface, later resulting in NF slip by shearing; , and (iii) when the propagating HF are arrested at the NF and continue to propagate the tip of the NF with increase in length and width, a combined dilation and shearing behavior is occurred …”
Section: Discussionmentioning
confidence: 99%
“…If HF do not propagate across pre-existing NF, it would react the NF plane in the following three items: dilation, shearing, and the combinations of both . The occurrences of the abovementioned three forms are discussed: (i) At a low approach angle (the angle between HF and NF), the fracture overpressure at the HF tip makes the NF interface to open up, increases its width, and thus dilates the NF; (ii) in the weakly bonded rock–NF interface with shallow burial depth, low approach angle, and NF of high cement thickness, induced HF will get arrested at the NF interface, later resulting in NF slip by shearing; , and (iii) when the propagating HF are arrested at the NF and continue to propagate the tip of the NF with increase in length and width, a combined dilation and shearing behavior is occurred …”
Section: Discussionmentioning
confidence: 99%
“…In experimental work of Cheng et al (2014b), 0.3 m cubic blocks composed of cement and quartz sand were used in a triaxial system to show crossing behavior. Sandstone blocks from an outcrop of the Kenshen sandstone formation in Tarim Oil Field were utilized by Yang et al (2016) to investigate HF-NF interaction in a poly-axial stress frame loaded in a strike-slip stress regime to show arrest and NF reactivation behavior. In approach by Mighani et al (2018a), cylindrical blocks of poly(methyl) meta acrylate (PMMA) and Solnhofen limestone were used for sliding experiments to investigate HF-NF interaction under triaxial stress condition.…”
Section: Methods Of Approachmentioning
confidence: 99%
“…At low approach angle (30°) and low fracture toughness (0.32 MPA), the propagating HF will likely "halt" at the NF interface and divert into the NF (Keshavarzi and Jahanbakhshi 2013; Taheri-Shakib et al 2016b). Yang et al (2016) showed that horizontal propagating HFs tend to be arrested by NF due to strongly cemented matrix, and the HF is also likely to reactivate the NF tip by shearing. From the result, a secondary tensile fracture growth can be observed from the tip of reactivated sheared NF, thereby creating a twist-like fracture network.…”
Section: Nf Reactivationmentioning
confidence: 99%
“…The tight sandstone oil reservoir originally has the low production due to the low porosity and low permeability and must be hydraulically fractured to achieve its effective development (Chen et al., 2019; Chuprakov et al., 2014; Wang et al., 2016; Wei et al., 2017; Yang et al., 2016). The fracturing effect of the tight oil reservoir is closely related to the reservoir stimulation degree (Ante et al., 2018; Guo et al., 2015; Lai et al., 2017), which is affected by the NF system, the in-situ stress conditions, the fracturing treatment parameters and techniques etc.…”
Section: Introductionmentioning
confidence: 99%
“…The fracturing effect of the tight oil reservoir is closely related to the reservoir stimulation degree (Ante et al., 2018; Guo et al., 2015; Lai et al., 2017), which is affected by the NF system, the in-situ stress conditions, the fracturing treatment parameters and techniques etc. Understanding the effects of these factors on the fracture propagation in the tight sandstone is of great significance to optimize the fracturing design, obtain the expected fracture morphology, and enhance the production (Abdelaziz et al., 2019; Ante et al., 2018; Chen et al., 2019; Cheng et al., 2014; Deng et al., 2016; Dong et al., 2015; Fallahzadeh et al., 2015; Guo et al., 2018; Gwaba et al., 2019; He et al., 2017; Li et al., 2018; Tan et al., 2019; Yang et al., 2016).…”
Section: Introductionmentioning
confidence: 99%