摘要
葫芦形地下连续墙结构在世界上没有太多工程与理论经验,属于地下连续墙的难点工程。通过有限元计算与实测结果对比分析,揭示了葫芦形地下连续墙在基坑开挖过程的变形规律,为后续同类型工程提供参考。
the form of underground continuous wall structure without too much experience in engineering and theory in the world, the difficulties of Engineering belongs to the underground continuous wall. Compared with the measured results by the finite element calculation analysis, reveals the gourd shape of the underground continuous wall in the deformation law of foundation pit excavation process, provide reference for subsequent similar engineering.
出处
《公路工程》
北大核心
2016年第6期36-38,共3页
Highway Engineering
基金
湖南省交通科技项目(201310)
关键词
葫芦形锚碇
地下连续墙
变形规律
gourd shaped anchor
underground continuous wall
deformation law
