边坡工程的爆破效应分析

ANALYSIS OF EXPLOSIVE EFFECT ON SLOPE ENGINEERING

本文以四川省某中型水电站坝肩边坡工程为例，讨论了边坡稳定性评价中的爆破效应，论证了目前边坡工程中采用的经验方法。并在此基础上，提出了“动态反演参数优定法”，对边坡工程的有关参数作了合理的调整，所采用优定参数在边坡稳定性评价预测及工程处理中取得了良好的效果．

Taking a dam abutment slope of a middle scaled hydroelectric power statlan in Sichuan as an example，the explosive effect on evaluation of slope stability was discussed and the experiential method presently used in slope engineering was analysed。On the basis of above，parameter optimization by dynamic inversion”was put forth．Then，some rca- sonable adjustment of the relative parameters of slope engineering were made。The adoption of optimal parameters has performed a good effect on evaluation and prediction of the slope stability and treatment in engineering。