岩质边坡静动力稳定分析

s one of rock slope engineering research hot issues, rock slope stability problem is popular, Because of the geotechnical material composition and the complexity of constitutive，together with the random vibration loads particularity，Makes the role of seismic slope stability become very complicated，In this paper, using numerical analysis software FLAC3D，combine with specific engineering, To resesrch complex geological conditions of rock slope stability , furthermore using rigid body limit equilibrium method、Strength reduction method、time-history analysis method to calculating the safety factor，Comparative analysis of the results，consequently arrive at an effective way to Slope stability analysis.