SHEN Lin-fang, HUA Tao, WANG Zhi-liang, et al. Effect of parameter spatial variability on fracture propagation morphology of rock hydraulic fracturing[J]. 2025, 46(4): 1294-1302.
DOI:
SHEN Lin-fang, HUA Tao, WANG Zhi-liang, et al. Effect of parameter spatial variability on fracture propagation morphology of rock hydraulic fracturing[J]. 2025, 46(4): 1294-1302.DOI: 10.16285/j.rsm.2024.0839.
Effect of parameter spatial variability on fracture propagation morphology of rock hydraulic fracturing
In order to study the fracture propagation morphology of hydraulic fracturing in heterogeneous rock
the random field theory of the center point method was applied to randomize the physical and mechanical parameters of rock. The surface of newly formed fractures was tracked in real time and pressure was applied to simulate the interaction between fracturing fluid and fracture wall. A numerical model for simulating the hydraulic fracturing process of rock was proposed based on the bond-based peridynamics. According to the compression test results of rock containing a prefabricated crack
the effectiveness of the proposed model was verified
the evolution of rock hydraulic fractures was explored considering the effect of the spatial variation direction of rock elastic modulus
fluctuation range of rock elastic modulus
and perforation spacing. When the distribution of rock elastic modulus is layered
the hydraulic fractures tend to propagate along the weak interfaces. When the parameter distribution is directionless
the expansion of hydraulic fractures exhibits strong randomness
and the fracture network tends to become more complex. When the parameter fluctuation range is small
the variability of rock elastic modulus is significant
which caused stress concentration locally
making it easy to form complex fracture structure. A larger parameter fluctuation range leads to homogenization of rock
and the expansion of hydraulic fractures is singular
resulting in a relatively low fracture propagation rate. Under the action of dual perforation
the expansion of fractures in homogeneous rock exhibits a symmetrical distribution. The perforation pressure suppresses the expansion of fractures between the perforations
leading to the main fractures tending to expand towards the boundaries on both sides. And there is a competitive relationship in the expansion of hydraulic fractures in heterogeneous rock. Under the combined effect of stress concentration and material heterogeneity
one hydraulic fracture preferentially expands and then inhibits the development of another one.
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Related Author
HUA Tao
WANG Zhi-liang
LI Ze
XU Ze-min
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
Related Institution
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Department of Geotechnical Engineering, Tongji University
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University
Key Laboratory of Energy Engineering Safety and Disaster Mechanics of Ministry of Education, Sichuan University
College of water Resources and Hydropower, Sichuan University