Natural fractures (NFs) and bedding planes (BPs) are
well developed
in shale reservoirs. The propagation of hydraulic fractures (HFs)
and the opening of NFs and BPs can produce induced stress fields (ISFs)
within the fracturing process, causing interference to the in situ
stress field. Aiming at the “stress shadow” effect among
HFs in horizontal wells, the calculation models of HFs, BPs, and NFs
for induced stress distributions are established based on displacement
discontinuity theory, which can quantitatively characterize the composite
ISF of the three under different connecting states. In addition, the
interference coefficient of stress intensity factor (ICSIF) is introduced
to quantitatively evaluate the interference degree of the composite
ISF to the propagation of HFs. The results show that: (1) the ISF
forms a “tensile stress concentration zone” near the
fracture surface to promote the HFs opening and a “compressive
stress concentration zone” at the fracture tips to suppress
the propagation of HFs; (2) the ISF forms an elliptical effective
swept area around the fracture, which is affected by the propagation
height of HFs, while NFs or BPs generate local disturbances to the
ISF; (3) the in situ stress reverses in the swept area, and the stress
reversal interval is related to the in situ stress difference, fracture
propagation height, Poisson’s ratio, fracture net pressure,
and fracture spacing; (4) the reasonable fracture spacing and fracture
propagation height of horizontal wells can be determined by the ICSIF.
The study can provide theoretical guidance for optimizing the fracture
spacing and promoting the uniform propagation of multiple fractures
in staged fracturing of horizontal wells.