摘要
根据对十漫高速公路工程现场实测各方向变形位移值数据的初步分析,考虑现实施工和时间等其它因素的影响,建设性提出了多级挡土墙变形及其稳定性的变化规律.
After analysing the displacement data of the porject of Shiman Highway and considing the influnt factors such as the situation of construction and time ,the morement rule of deformation and stability of the retaining walls in advanced.
出处
《工程建设与设计》
2008年第4期38-41,共4页
Construction & Design for Engineering
关键词
十漫高速
挡土墙
位移
稳定性
shiman highway
retaining wall
displacement stability
