• 责任者：Zheng Guang (State Key Laboratory of Geohazard Prevention and Geoenvironment Protection ; Chengdu University of Technology ; Chengdu 610059 ; China) ; Xu Qiang
• 刊名：Journal of Chengdu University of Technology
• 出版年：2011
• 卷期：38(4)
• 关键词：边坡稳定性 ; slope stability ; 岩质边坡 ; rock slope ; 支护 ; tunnel support
• 页码：p.430-437
• 图表：17 illus., 1 table, 12 refs.
• 分类号：1702
• issnNo：ISSN1671-9727
• isbnNo：CN51-1634/N

The rock slope in the bridge and tunnel of a railway engineering, is generally characterized by great height and great slope angle. It is the key project to determine the feasibility of the whole railway line. For convenience, the slope is usually analyzed and designed with the two dimensional plan. Therefore, there are often some mistakes in the engineering applications. In order to improve the situation, the rock slope in the bridge and tunnel for constructing the Lancangjiang bridge on the Dali-Ruili railway in Yunnan Province is taken as the temple in this study.