Predicting the initiation pressure of hydraulic fracturing is of great significance for oil and gas exploitation

in-situ stress measurement and anti-cracking design of hydraulic structures. In this paper

the discontinuous numerical simulation method of particle discrete element combined with domain-pipe flow model is applied considering the fluid-solid coupling. Based on the front-advancing method

the granular model with regular-shaped borehole is generated to analyze the meso cracking process and initiation pressure of hydraulic fracturing. According to the simulated results

the distribution of contact force chain on borehole wall is consistent with the theoretical solution on the basis of eliminating the irregularity of borehole shape. The fitted initiation pressure formula by DEM is also close to the theoretical solution. Furthermore

the difference between the fitting formula of initiation pressure and the theoretical solution is explained from the perspective of the local tensile force generated when the granular material is compressed. Finally

a method for preparing impermeable mortar samples with prefabricated boreholes is developed. The initiation pressure under different combinations of principal stresses is quantitatively studied based on the true triaxial laboratory tests

which verifies the reliability of the discrete element simulation results.