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。
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.
出处
《山西建筑》
2010年第31期298-300,共3页
Shanxi Architecture
关键词
填方路基
边坡
稳定性
力学分析法
fill subgrade, side slope, stability, mechanics analysis
