Abstract:In order to determine the stability of open high and steep slopes under the influence of blasting vibration, the field blasting vibration monitoring method was adopted to conduct the blasting vibration monitoring on the slopes, the slope stability under blasting vibration was studied by combing Geo-Studio two-dimensional simulation software. The research results show that the peak vibration velocity of the measurement points gradually decreases with the increase of slope elevation, and a few parts have the effect of high-level amplification. The blasting vibration velocity of individual measurement points is too large, which is about to exceed the safety standard of blasting vibration, mainly because the blasting single section dosage is too large, so the blasting parameters need to be optimized; the overall safety coefficient of the slope obtained from numerical simulation analysis is between 1.050 and 1.152, and the slope is prone to local instability under the action of blasting vibration. The main manifestation are as follows: +202 m platform, under the influence of the fault structure, the transient deformation of the slope foot and slope top is large, and it is very easy to occur local landslides under the strong rainfall conditions and blasting disturbance, so it is necessary to strengthen the monitoring and maintenance of the slope and take certain reinforcement measures.