The invention discloses a dynamic optimization design method for the width of a protection
coal pillar of a main roadway of a
rock burst mine. The method comprises the following steps: step 1, determining the initial design width B0 of the protection
coal pillar; 2, active weakening treatment is conducted on the protection
coal pillar top plate corresponding to the width B0, and the actually-measured maximum
stress concentration coefficient Kmeas is obtained; 3, the coefficient Kmeas is compared with a preset critical value [K], and whether the width of the
coal pillar can be optimized or not is judged; 4, reducing the width according to a preset amplitude
delta B during optimization to obtain a trial design width Btry, repeating the steps 2-3, and performing iterative
verification until the minimum safety
coal pillar width Bmin meeting the design condition is determined; and step 5, storing the minimum safety width Bmin and associated parameters into a
database, and guiding subsequent similar condition design. The dynamic optimization design method provided by the invention solves the problems that the traditional design is static and rigid, the resource waste is serious, the treatment efficiency is not fed back to the design, and the traditional design is difficult to adapt to complex conditions.