A time history analysis method for calculating the dynamic stability safety factor of high rock slope under excavation blasting is proposed. 提出一種計算岩質高邊坡爆破開挖情況下動力穩定性安全係數的時程分析方法。
To evaluate the nicety and reliability of POA method, the author compares the POA with inelastic time history analysis through case study. 作者通過算例分析，對推倒分析法與非線性時程分析法進行了比較，以評估推倒分析法的準確度及可靠性。
