摘要
依托于长春市轻轨二期重点控制工程:轻轨独塔无背索斜拉桥施工控制技术研究中的相关内容,针对该桥主塔的超大沉井基础建设过程及异常情况的调整和纠偏进行了研究。
This paper depends on some content of the second phase of the actual key control project and technical research on construction control of Changchun light railway cable-stayed bridges without back-stays,and targeted for the technical research of this bridge tower s super caisson foundation -building process,adjustment and corrective of the unusual circumstances,with a view to provide reference for similar projects.
出处
《长春工程学院学报(自然科学版)》
2008年第1期21-24,共4页
Journal of Changchun Institute of Technology:Natural Sciences Edition
关键词
斜拉桥
沉井基础
施工技术
cable-stayed bridge
caisson foundation
construction