| 填方路基的稳定分析 |
| |
| 引用本文： | 吕清砖. 填方路基的稳定分析[J]. 山西建筑, 2010, 36(31): 298-300 |
| |
| 作者姓名： | 吕清砖 |
| |
| 作者单位： | 贵州省公路勘察设计院,贵州,贵阳,550008 |
| |
| 摘 要： | 结合影响路基边坡稳定性的因素，介绍了边坡稳定性分析方法，以条形平衡极限法为例，阐述了边坡稳定系数的计算方法，揭示了采用力学分析法进行公路填方路基稳定性计算的基本思路，以期指导实践。
|
| 关 键 词： | 填方路基 边坡 稳定性 力学分析法 |
Stability analysis on filling subgrade |
| |
| LV Qing-zhuan. Stability analysis on filling subgrade[J]. Shanxi Architecture, 2010, 36(31): 298-300 |
| |
| Authors: | LV Qing-zhuan |
| |
| Affiliation: | LV Qing-zhuan |
| |
| Abstract: | Combined with factors influencing subgrade side slope stability, this article introduces side slope stability analysis method. Taking of bar type limit equilibrium analysis as an example, it expounds the calculation method of side slope stability parameter, and reveals the basic idea of road filling subgrade stability calculation by using mechanics analysis method, with a view to guide practice. |
| |
| Keywords: | fill subgrade side slope stability mechanics analysis |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
