摘要
选取江宁河典型性断面,结合河道工程地质条件,合理选取参数,运用瑞典条分法对江宁河堤防工程边坡现状进行稳定分析计算。
It is to select the typical section of Jiangning River and reasonably to select the parameters according to the engineering geological conditions of river.The use of Slices Method analyzes and calculates the status stability of side slope for dike engineering of Jiangning River.
出处
《城市道桥与防洪》
2012年第1期74-76,9,共3页
Urban Roads Bridges & Flood Control
关键词
堤防边坡
稳定性分析
瑞典条分法
side slope of dike,stability analysis,Slices Method
