摘要
按照工程场地地震安全性评价的有关规定，在充分研究场地工程地质、地震地质背景等工作的基础上，采用ＢＩＳＨＯＰ法以某拟建工程场地在不同地震烈度下其边坡的稳定性进行了计算．
According to related standard of seismic hazard estimation of engin site. stability of edge hillsideunder various seismic intensity for some engin site is computed by means of BISHOP method on the basis of engingeology and seismic geologic works.
出处
《东北地震研究》
1999年第1期59-64,共6页
Seismological Research of Northeast China
