摘要
利用FLAC3D的基本原理,对昆明东支线两面寺(FD2)土质高边坡的稳定性进行了模拟和分析,并与简化毕肖普法的计算结果进行了相互验证,结果表明:FLAC3D是边坡稳定性分析的一种有效工具,在考虑8°地震烈度的条件下,该边坡的设计坡率合理,边坡处于稳定状态。
This article briefly introduces the basic principles of the FLAC-3D, by which the stability of liangmiansi （FD2） soil slope of the east branch highway in Kunrning is analyzed, and mutually verified with the results obtained from the simplified Bishop approach. The results show that the FLAC-3D is a valid tool for the stability analysis. The design of the slope is reasonable and the slope is in stable shape for eight degree earthquake intensity.
出处
《西华大学学报（自然科学版）》
CAS
2005年第3期87-89,共3页
Journal of Xihua University:Natural Science Edition
