Hydraulic fracturing technology has been widely used
in the tight
reservoir reconstruction. Unfortunately, with the deepening of mining
depth and the increase of geo-stress, the propagation mechanism of
medium-pressure fractures in the reservoir is significantly different
from that of conventional shallow reservoirs. Based on the combined
finite discrete element method, this paper conducts numerical simulation
research on deep tight sandstone reservoirs in the west. The discrete
fracture network modeling method is used to establish a tight sandstone
reservoir model with natural bedding, and the influence of geo-stress
difference and natural fracture strength on hydraulic fracture propagation
law in a high geo-stress environment is discussed in detail. The results
show that the difference between geo-stress and the strength of natural
fractures has a significant effect on the shape and expansion of hydraulic
fractures under the high geo-stress conditions. The greater the difference
in ground stress, the more obvious the tendency of the main fractures
of the reservoir, and the shorter the branch fractures. With the increase
of natural fracture strength, the changes in propagation pressure,
fracture length, area, and width, which can be fitted with a linear
function with a goodness of fit as high as 0.99. In addition, the
morphological results of hydraulic fractures in the simulation are
not only affected by the constitutive parameters of the model but
also may be affected by the randomness of the natural fracture network,
thus, showing a certain degree of dispersion. Therefore, it is extremely
necessary to build a reservoir fracturing model in a specific area
based on more detailed geological monitoring data to guide actual
construction. The above achievements have certain reference significance
for the field operation of deep tight sandstone reservoirs.