Geo-Slope在昆明长水国际机场某高填土边坡的应用  

High Fill Slope Stability Analysis of Kunming Changshui International Airport Based on the Geo-Slope Software

作　　者：廖勇军[1] 符必昌[1] 彭鑫龙 李贤[1] 

机构地区：[1]昆明理工大学国土资源工程学院,昆明650093

出　　处：《价值工程》2014年第4期211-212,共2页Value Engineering

摘　　要：昆明长水国际机场属山区机场,各类填土边坡较多。本文以西跑道西南端高填土边坡为例,利用Geo-Slope软件建立该边坡的稳定性分析模型,定量计算此边坡的稳定性系数,分析结果与边坡的实际状态情况相吻合,显示了Geo-Slope软件在高填土边坡稳定性分析中的实用价值和优越性。There are kinds of hill slope in Kunming Changshui International Airport which is a mountainous airport. We focused on studying the high fill slope of the west runway in the southwest of the airport. The Geo-Slope software has been used to establish the slope stability calculation model. After that, the stability coefficient of the slope was obtained. The quantitative calculations are in accord with the actual situation, which shows the practical value and the superiority of Geo-Slope software used to analyze the stability of high fill slope.

关 键 词：高填土边坡 稳定性分析 Geo—Slope 昆明长水国际机场 

分 类 号：U213.13[交通运输工程—道路与铁道工程]