| 高层建筑岩石边坡地基稳定性分析方法研究 |
| |
| 引用本文： | 张永兴,李波.高层建筑岩石边坡地基稳定性分析方法研究[J].土木与环境工程学报,1999,21(2):1-4. |
| |
| 作者姓名： | 张永兴 李波 |
| |
| 作者单位： | 重庆建筑大学建工学院 |
| |
| 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。
|
| 关 键 词： | 岩石边坡地基 规范传递系数法 瑞典条分法 安全系数 有限元法 |
Study on Analysis Methods for Rock Slope FoundationStability of the Highrise Building |
| |
| Zhang Yongxing,Li Bo,Wang Guilin.Study on Analysis Methods for Rock Slope FoundationStability of the Highrise Building[J].Journal of Civil and Environmental Engineering,1999,21(2):1-4. |
| |
| Authors: | Zhang Yongxing Li Bo Wang Guilin |
| |
| Abstract: | 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. |
| |
| Keywords: | Rock Slope Foundation Criterion transfer coefficient method Sweden slices method Safety factor Finite element method |
| 本文献已被 CNKI 维普 等数据库收录！ |
| 点击此处可从《土木与环境工程学报》浏览原始摘要信息 |
|
点击此处可从《土木与环境工程学报》下载全文 |
