• 责任者：Xiong Bin (Faculty of Engineering ; China University of Geosciences ; Wuhan 430074 ; China)
• 刊名：Exploration Engineering
• 出版年：2009
• 卷期：36(2)
• 关键词：边坡稳定性 ; slope stability
• 页码：p.64-68
• 图表：8 illus., 1 table, 4 refs.
• 分类号：1702
• issnNo：ISSN1672-7428
• isbnNo：CN11-5063/TD

Combined ANSYS program with calculation of rock and soil engineering, this paper discussed the principle of ANSYS simulation of slope excavation, construction method and operation steps, which was applied to the analysis on the stability of slope. Stress field and displacement field at the natural state and excavation support condition were calculated, detailed analysis was made on calculation results and qualitative evaluation was also made on slope stability.