摘要
介绍了用土工格栅加固陡边坡设计时的抗滑稳定性计算理论及计算方法,并将可靠度分析中的蒙特卡罗法运用于其中;计算中以土的抗剪强度指标C、φ为基本随机变量,结合工程实例探讨加筋陡坡分析中的若干规律性问题,得出一些有益的结论.
The model of reliability analysis on reinforced-slope stability and the probabilistic style of the essential variations have been established. The Monto Carlo method is applied in reinforced-slope stability analysis, combined with a practical project, a series of analysis on reliability of the reinforced-slope stability is done. Some valuable results are concluded.
出处
《重庆交通学院学报》
2004年第B12期44-46,共3页
Journal of Chongqing Jiaotong University
关键词
加筋
可靠度
土坡稳定
可靠指标
安全系数
蒙特卡罗法
reinforced
reliability
slope stability
reliability index
safety coefficient
Monto Carlo method
