The invention discloses a wide
coal pillar lateral stress peak position blasting roof-
cutting pressure relief method which comprises the following steps: step 1, according to a working face drilling
histogram, calculating and determining a low-position key rock layer position by adopting a formula; 2, calculating the width of a working face
coal pillar goaf side plastic zone by adopting a formula; 3, blasting drilling parameters are determined according to the position of the low-position key rock layer and the width of a plastic zone on the
coal pillar goaf side; and 4, after blasting drilling parameters are determined, blasting drilling is conducted, in the working face advanced mining influence range, blasting top
cutting is conducted on a working face air side roadway low-position key rock stratum
cantilever structure, and continuous forward implementation is conducted along with working face
stoping till working face
stoping is completed. According to the method, the length of the lateral
cantilever of the low-position key rock stratum of the goaf is reduced, the influence of the
cantilever structure on
stress concentration of the
coal pillar is weakened, the
internal stress of the
coal pillar is reduced, and the stability of the goaf side roadway of the working face in the working face
stoping period is ensured.