摘要
为保证土质路堤高边坡稳定,采用数值模拟分析边坡加固设计方案的合理性,并结合变形监测结果对加固效果进行分析。结合工程地质情况、设计方案等指标建立模型,进行数值模拟计算,确定边坡变形情况,对设计与施工方案进行优化。路堤高边坡和抗滑桩变形监测结果表明路堤边坡和抗滑桩处于稳定状态。
In order to ensure the stability of high slope of soil embankment,the rationality of the design scheme for slope reinforcement is analyzed by using the numerical simulation,and the reinforcement effect is analyzed in combination with the deformation monitoring results.The model is established based on the engineering geological conditions,design scheme and other indicators,and the numerical simulation calculation is carried out to determine the slope deformation and optimize the design and construction scheme.The deformation monitoring results of high slope and anti-slide pile of the embankment show that the slope and anti-slide pile of the embankmentare in a stable state.
作者
郭立华
Guo Lihua(Shanxi Traffic Planning Survey and Design Institute Co.,Ltd.,Taiyuan 030032,China)
出处
《北方交通》
2022年第9期47-49,53,共4页
Northern Communications
关键词
土质路堤
高边坡
加固设计
数值模拟
变形监测
效果分析
Soil embankment
High slope
Reinforcement design
Numerical simulation
Deformation monitoring
Effect analysis
