The invention relates to the field of
coal mine tunnel design, in particular to a method for cooperatively optimizing the width of a section
coal pillar through
undercut pressure relief and bottom plate filling. Comprising the steps of determining
shear stress distribution in a first mining working face section
coal pillar lower bottom plate; determining previous collapse positions of the basic roof;
stoping and constructing a bottom
cutting drilling hole in a maximum
shear stress area in a lower bottom plate of the section
coal pillar from the
haulage roadway; lagging
undercut pressure
relief work is conducted, and bottom plate filling drilling is conducted from the track roadway to the position below the
undercut pressure relief position at intervals; and grouting is conducted on the bottom plate rock stratum through the filling
drill holes. According to the method, the bottom
cutting drilling is constructed in the maximum
shear stress area, so that the concentration of the shear stress of the bottom plate at the lower part of the section
coal pillar is effectively reduced, and the stress of the section
coal pillar is reduced. And furthermore, rock blocks at the bottom
plate pressure relief position are upwards supported through bottom plate separation layer grouting filling at the lower part of the bottom
cutting pressure relief position to prop against a
cantilever structure formed by caving of the bottom plate, so that the overlying rock stress borne by the section coal pillar is shared, and the reserved width of the section coal pillar can be reduced.