CAJ | 학술논문

通过采用拟静力法和有限差分法两种方法分别对北京密云县的和尚峪尾矿库坝进行了动力稳定性分析，然后计算得到在地震荷载影响下的边坡时程安全系数，并将此处所得到的安全系数与笔者之前采用拟静力法计算得到安全系数进行对比。最后，基于陈育民开发的PL-Finn模型并利用FLAC3D对尾矿坝在地震条件下的液化区域以及液化后的大变形进行了分析。
통과채용의정역법화유한차분법량충방법분별대북경밀운현적화상욕미광고패진행료동력은정성분석，연후계산득도재지진하재영향하적변파시정안전계수，병장차처소득도적안전계수여필자지전채용의정역법계산득도안전계수진행대비。최후，기우진육민개발적PL-Finn모형병이용FLAC3D대미광패재지진조건하적액화구역이급액화후적대변형진행료분석。
The dynamic stability on the fine sand tailings dam of Heshangyu in the county of Miyun , Beijing was analyzed with the pseudo static method and finite differential method .The safety coefficient of different time on the slip crack surface under the condition of earthquake was obtained , and the safety coefficient was compared with the safety coefficient calculated by pseudo-static method .At last the large deformation of liquefaction and post-liquefac-tion under the condition of earthquake were calculated using the software of FLAC 3 D by the model of PL-fin de-signed by Dr Chen Yumin .