摘要
介绍了毕肖普法和有限差分法两种边坡稳定性分析法的原理及应用优势,并提出了其各自的局限性,列举了应用实例,得出了评价结论,指出进行边坡稳定性综合研究和对比分析是提高边坡工程稳定分析可靠性和优化设计的途径之一。
The article introduces the dements and applying advantages of Bishop method and finite difference method, two slope stability analysis methods, proposesthe limitation of each method, lists applying instance, gets evaluation results, and points out that doing integrated researching and contrast analysis on slope stability is one of the ways to increase the reliability of slope stability analysis and to optimize design.
出处
《山西建筑》
2007年第1期99-101,共3页
Shanxi Architecture
关键词
边坡稳定性
毕肖普法
有限差分法
滑动面
slope stability, Bishop method, finite difference method, slip surface
