“…By establishing a three-dimensional fracture initiation and propagation model, taking into account the effects of fracturing parameters such as well completion method, in situ stress, natural fractures, cluster spacing, and displacement on the initiation and propagation of fracturing fractures, the difficulties of indoor conventional experiments limited by small rock and crack sizes and large boundary effects were overcome (Wang et al, 2020;Wang et al, 2020;Tan et al, 2020;Tan et al, 2021a). However, most of the rock and fracture mathematical models built were based on ideal assumptions, which were somewhat different from actual working conditions (Lin et al, 2020;Tang et al, 2021b;Li et al, 2021;Lucas et al, 2021;Li et al, 2022;Wang et al, 2022) conducted true triaxial Fracking experiments on 30 cm and 50 cm cement cube rock mass with prefabricated natural fractures through concrete similar simulation experiments, respectively, and studied the effects of natural fracture development, dip angle and strike, and different stress differences on fracture propagation. Based on the characteristics of the reservoir and the simulation results of largescale fracturing experiments, it is recommended to adopt a volume fracturing concept and process technology that focuses on "large liquid volume, large displacement, and expanded swept volume" to achieve the goal of transforming complex fracture networks.…”