Effects of Confining Stresses, Pre-crack Inclination Angles and Injection Rates: Observations from Large-Scale True Triaxial and Hydraulic Fracturing Tests in Laboratory

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Effects of Confining Stresses, Pre-crack Inclination Angles and Injection Rates: Observations from Large-Scale True Triaxial and Hydraulic Fracturing Tests in Laboratory

机译：限制应力，预裂缝倾斜角度和注射率的影响：实验室中大规模真正的三轴和水力压裂试验的观察

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《Rock Mechanics and Rock Engineering》 |2020年第4期|共10页
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正文语种 eng
中图分类岩石（岩体）力学及岩石测试;
关键词
Vertical hydraulic fractures; Horizontal stress difference; Pre-crack inclination angles; Injection rates;

机译：垂直液压骨折;水平应力差;预裂纹倾角角;注射率;

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1. 真三轴应力条件下加载率对深部圆形隧道岩爆影响的试验研究 [J] . 司雪峰, 黄麟淇, 宫凤强, 中南大学学报（英文版） . 2020,第010期
2. Effects of Confining Stresses, Pre-crack Inclination Angles and Injection Rates: Observations from Large-Scale True Triaxial and Hydraulic Fracturing Tests in Laboratory [J] . Rock Mechanics and Rock Engineering . 2020,第4期

机译：限制应力，预裂缝倾斜角度和注射率的影响：实验室中大规模真正的三轴和水力压裂试验的观察
3. Fracture behaviour and seismic response of naturally fractured coal subjected to true triaxial stresses and hydraulic fracturing [J] . Cao Wenzhuo, Yildirim Betul, Durucan Sevket, Fuel . 2021,第Mara15期

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4. 3D observations of the hydraulic fracturing process for a model non-cemented horizontal well under true triaxial conditions using an X-ray CT imaging technique [J] . Zeng Fanhui, Guo Jianchun, Ma Shou, Journal of natural gas science and engineering . 2018,第期

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5. Experimental Investigation of Cryogenic Fracturing of Rock Specimens Under True Triaxial Confining Stresses [C] . Naif B. Alqatahni, Minsu Cha, Bowen Yao IADC/SPE Drilling Conference and Exhibition . 2016

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6. A refined true triaxial apparatus for testing unsaturated soils under suction-controlled stress paths. [D] . Perez-Ruiz, Diego D. 2009

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8. Shear strength of fracture in sandstone under true triaxial stresses [O] . กิตติเทพ เฟื่องขจร 2558

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Effects of Confining Stresses, Pre-crack Inclination Angles and Injection Rates: Observations from Large-Scale True Triaxial and Hydraulic Fracturing Tests in Laboratory

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