南京板桥河堤防岸坡稳定分析  

Stability Analysis on Embankment Slope of Nanjing Banqiao River

作　　者：徐甲存 杨松堂 罗海东 

机构地区：[1]南京市水利规划设计院有限责任公司,江苏南京210000

出　　处：《城市道桥与防洪》2011年第5期98-101,242,共4页Urban Roads Bridges & Flood Control

摘　　要：选取板桥河典型性断面,结合河道工程地质条件,合理选取参数,运用摩根斯坦-普赖斯法对板桥河堤防工程边坡现状进行稳定分析计算。According to the typical section of Banqiao Bridge,the engineering geological conditions of river,the reasonably selected parameters and using method,the article analyzes and calculates the stability and the status of the embankment engineering slope of Banqiao River.

关 键 词：堤防边坡 稳定性分析 摩根斯坦-普赖斯法 

分 类 号：TV64[水利工程—水利水电工程]