摘要
结合工程实例,在掌握工程地质条件的前提下分析了该变电站边坡的失稳机理,并根据Spencer法的基本原理,分析了不同假设条件对边坡稳定性影响,得出了不同状态下边坡的稳定情况。
Combined with engineering example,at the condition of understanding engineering geological situation,the electric substation side slope destabilization mechanism was analyzed,according to basic principle of Spencer method,the different hypothesis conditions influences on side slope stability were analyzed,and the side slope stability situation in different conditions were obtained.
出处
《山西建筑》
2010年第18期90-91,共2页
Shanxi Architecture
关键词
失稳机理
Spencer法
边坡稳定性
destabilization mechanism
Spencer method
side slope stability
作者简介
作者简介：韩利光（1978-），男，工程师，核工业广州工程勘察院，广东广州510800
周攀峰（1983．），男，工程师，广东省核工业地质局二九三大队。广东广州510800
