A time history analysis method for calculating the dynamic stability safety factor of high rock slope under excavation blasting is proposed. 提出一種計算巖質(zhì)高邊坡爆破開(kāi)挖情況下動(dòng)力穩定性安全系數的時(shí)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(guò)算例分析，對推倒分析法與非線(xiàn)性時(shí)程分析法進(jìn)行了比較，以評估推倒分析法的準確度及可靠性。
