摘要
以天津市某滞洪区范围内高速公路路堤边坡为例,利用Midas GTS有限元软件模拟计算路堤边坡稳定性,对滞洪区路堤边坡水位变化情况进行逐一计算分析。采用正交设计试验方法分析比较洪水位降幅、水位降速和路堤填土渗透系数等因素对路堤稳定性影响的敏感性,为滞洪区内公路路堤工程提供了有益参考。
Taking an expressway embankment slope in a flood detention area in Tianjin as an example,Midas GTS finite element software is used to simulate and calculate the stability of embankment slope,and to calculate and analyze the water level changes of the embankment slope in the flood detention area one by one.The orthogonal design test method is used to analyze and compare the sensitivity of influences such as flood level drop range,water level drop speed and embankment filling permeability coefficient on embankment stability,which provides a useful reference for highway embankment projects in flood detention areas.
作者
朱晓东
肖云飞
薛丹璇
ZHU Xiaodong;XIAO Yunfei;XUE Danxuan
出处
《城市道桥与防洪》
2022年第1期187-190,M0017,共5页
Urban Roads Bridges & Flood Control
基金
住房和城乡建设部科学技术项目(2020-K-030)。
关键词
道路工程
数值模拟
正交试验设计方法
滞洪区路堤
边坡稳定性
影响因素敏感性
road engineering
numerical simulation
orthogonal test design method
embankment in flood detention area
slope stability
sensitivity of influencing factor