The invention relates to the technical field of roof
cutting pressure relief gob-side entry retaining, in particular to a working face roof advanced pressure relief dense hole arrangement
parameter design method which comprises the steps that S1, based on dense hole rock
macroscopic stress analysis, a calculation relation between dense hole rock
macroscopic stress and dense hole plastic zone development
radius is established; step S2A, selecting a strength criterion, calculating a dense hole plastic zone development
radius, and determining dense hole arrangement spacing; step S2B, based on dense inter-hole rock infinitesimal body stress analysis, establishing a dense inter-hole rock infinitesimal body
mechanical equilibrium equation, and in combination with a Mohr-
Coulomb strength criterion, establishing a calculation relationship between dense inter-hole rock infinitesimal body stress and an advanced working face distance; and S3, selecting according to a strength criterion, correspondingly establishing an equivalent relationship between the
macroscopic stress of the rock among the dense holes and the stress of the infinitesimal body of the rock among the dense holes, forming a calculation relationship between the advance working face distance and the development
radius of the plastic zone of the dense holes, and quickly determining the arrangement parameters of the dense holes.