The invention provides a grouting curtain
parameter design method for structure protection under the
blasting vibration effect, and relates to the technical field of underground
engineering and blasting
engineering, and the grouting curtain
parameter design method comprises the following steps: S1, determining main factors influencing the
vibration velocity of a protection structure, and constructing a
vibration velocity prediction model containing an undetermined coefficient by adopting a
dimension analysis white golden-han theorem; s2, establishing a finite element blasting numerical model, and obtaining
structural vibration velocity data under different parameter combinations; s3, fitting the
structural vibration velocity data by using the
vibration velocity prediction model, and determining an undetermined coefficient in the vibration velocity prediction model; and S4, a relational expression between the
structural vibration velocity and stress is established, and grouting curtain design parameters meeting
structural safety requirements are determined in combination with
engineering conditions. By means of the method, the problem that the grouting curtain damping effect and grouting curtain parameters are difficult to determine in actual engineering is solved, the
blasting vibration peak value of the protection structure under the
blasting vibration effect is effectively reduced, and a guarantee is provided for underground and ground structure protection and blasting engineering safety construction.