Effect of In-Situ Stress on Hydraulic Fracturing of Tight Sandstone Based on Discrete Element Method

Hongjian Wang, Wanlin Gong, Guangxiang Yuan, Xiaodong Wang, Jitao Zhao, Yujie Su and Yuchen Wang
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Hongjian Wang: North China University of Water Resources and Electric Power, Zhengzhou 450045, China
Wanlin Gong: North China University of Water Resources and Electric Power, Zhengzhou 450045, China
Guangxiang Yuan: North China University of Water Resources and Electric Power, Zhengzhou 450045, China
Xiaodong Wang: North China University of Water Resources and Electric Power, Zhengzhou 450045, China
Jitao Zhao: SCIVIC Engineering Corporation, Luoyang 471000, China
Yujie Su: North China University of Water Resources and Electric Power, Zhengzhou 450045, China
Yuchen Wang: North China University of Water Resources and Electric Power, Zhengzhou 450045, China

Energies, 2022, vol. 15, issue 15, 1-13

Abstract: The tight sandstone reservoir in the Qianfoya formation of well PL-3 of the Puguang gas field in Sichuan, China, obtained a high-yield gas flow after a volume fracturing treatment. However, the stimulated reservoir volume (SRV), fracture morphology, scale and formation law still remain unclear. Based on particle flow discrete-element theory in this paper, we carried out a few trials of the Brazilian splitting test, uniaxial compression and triaxial compression of rock mechanics. Meanwhile, the research also testified to the conversion relationship between macroparameters and microparameters, established the numerical simulation on hydraulic fracturing through PFC 2D discrete element software, and finally analyzed the influence of difference coefficients on the fracturing effect, in terms of different in-situ stresses. The conclusions are as follows: firstly, the influence of in-situ stress is essential for the direction, shape and quantity of fracture propagation, and the fractures generated by hydraulic fracturing are mainly tension fractures, accounting for over 90% of the total longitudinal fractures. Secondly, it is indicated that when the difference coefficient is small in the in-situ stress, the fractures formed by hydraulic fracturing expand randomly around the wellbore. When the difference coefficient K h of in-situ stress is above 0.6, the development of hydraulic fractures is mainly controlled by in-situ stress; as a result, the fractures tend to expand in the vertical direction of the minimum horizontal principal stress and the fracture shape is relatively singular. When the difference coefficient of in-situ stress was 0.3, in total, 3121 fractures were generated by fracturing, and the fractal dimension D value of the fracture network complexity was 1.60. In this case, this fracturing effect was the best and it is the easiest to achieve for the purpose of economical and effective development on large-scale volume fracturing.

Keywords: tight sandstone; hydraulic fracturing; fracture network evolution; discrete element method; fractal dimension (search for similar items in EconPapers)
JEL-codes: Q Q0 Q4 Q40 Q41 Q42 Q43 Q47 Q48 Q49 (search for similar items in EconPapers)
Date: 2022
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