摘要
通过工程实例对高层建筑岩石边坡地基稳定性分析方法-规范传递系数法、转动极限平衡法(瑞典条分法)及有限元法进行了研究,发现规范传递系数法所得安全系数较转动极限平衡所得安全系数大,而转动极限平衡所得结果接近有限元法。建议D对高层建筑岩石边坡地基进行稳定性分析时进行转动极限平衡校核。
Based on the practical project a study on analysis methods for rock slope foundation stability of highrise-building project criterion transfer coefficient method, rotation limit equilibrium method (Sweden slices method) and finite element method was carried out.The authors found that safety factor of criterion transfer coefficient method is larger than that of rotation limit equilibrium method, but is similar to the results of finite element method. So, when rockslope foundation stability of highrise building is to be analysed,the rotation limit equilibrium method is suggested to use.
出处
《重庆建筑大学学报》
CSCD
1999年第2期1-4,共4页
Journal of Chongqing Jianzhu University
关键词
岩石边坡地基
稳定性
分析方法
高层建筑
Rock Slope Foundation
Criterion transfer coefficient method
Sweden slices method
Safety factor
Finite element method