摘要
通过对极限分析法主要定理的介绍 ,针对公路边坡失稳的两种主要情况 ,详细地推导出了公路边坡临界高度的计算公式 .并通过与极限平衡法的比较 ,说明了此法的准确性和有效性 .
Through the introduction of main limit analysis theorem, this paper deduces the calculating equation of highway slope critical height in accordance with the two main stability failure. The comparison with method of limit equilibrium illustrates the correctness and effectiveness of the procedure.
出处
《重庆交通学院学报》
2002年第3期52-55,共4页
Journal of Chongqing Jiaotong University
