WANG Su-ling, SUI Xu, ZHU Yong-chao. Effect of set surface perforating technology on hydraulic crack extension[J]. 2016, 37(12): 3393-3400.
DOI:
WANG Su-ling, SUI Xu, ZHU Yong-chao. Effect of set surface perforating technology on hydraulic crack extension[J]. 2016, 37(12): 3393-3400.DOI: 10.16285/j.rsm.2016.12.007.
Effect of set surface perforating technology on hydraulic crack extension
The set surface perforation is the latest perforating technology which is proposed to improve fracture volume effect. Based on the theory of fluid-solid coupling and rock mechanics
a three-dimensional elastic-plastic fluid-solid coupling stress model for set surface perforation in stratums is developed. Based on the maximum tensile stress criterion
the crack rule of hydraulic fracture is obtained by numerical simulation. It can be seen from abundant calculations that under the condition of set surface perforation
crack first initiates in the perforation of the perforating plane
and then extends in the perforating surface to form a fan-shaped fracture surface
which increase the swept volume of hydraulic fracture and the wellbore connectivity. Both sides of the perforation produce additional stress in the middle perforation to reduce the principal stress of Y direction within the same plane and increase the principal stresses of the X and Z directions. Thus it is the reason that when set surface perforation is adopted for the normal fault
under a larger crack stress
the greater the perforation azimuth angle
the lower the crack pressure. Only when the perforating azimuth angle is greater than 60°
the set surface perforation crack pressure is lower than that of spiral perforation. For reverse fault
the smaller the perforation azimuth angle
the lower the crack pressure
and the crack pressure is lower than that of spiral perforation at any time. Reducing the angle between perforation and perforation
increasing the perforation diameter and depth can reduce the crack pressure effectively.
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Related Author
CHEN Huai-lin
YANG Tao
RAO Yun-kang
ZHANG Zhe
WU Hong-gang
XIE Jiang-wei
TENG Han-qing
ABI ERDI
Related Institution
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC
China Railway Academy Co., Ltd.
School of River & Ocean Engineering, Chongqing Jiaotong University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences