The invention relates to the technical field of
mining engineering and rock stratum control, and discloses a section
coal pillar width determination method based on scour prevention, and the method comprises the steps: constructing a whole-
process mining numerical model, and determining a first optimal interval according to stress evolution characteristics; extracting the maximum vertical stress value of the advance area of the working face, dynamically correcting the
stress concentration coefficient in the limit equilibrium theory, calculating the width of the limit equilibrium area of the
coal pillar, and determining the width as a theoretical
hardness lower limit; based on a mine burial depth matching
engineering case
library, performing statistics to obtain a second optimal interval; and performing intersection operation on the dual optimization interval to obtain a preliminary feasible region, performing one-way inequality truncation by using a theoretical
hardness lower limit, and selecting an optimal width in an effective decision space. According to the method, through triangular
verification of numerical
simulation, theoretical calculation and
engineering analogy,
systematic deviation of a single method is eliminated, and
coal pillar parameters meeting the dual requirements of anti-
impact safety and high
resource recovery rate are accurately positioned.