地铁高架桥与地下隧道衔接处路基过渡段设计研究 |
| |
引用本文: | 罗琼.地铁高架桥与地下隧道衔接处路基过渡段设计研究[J].路基工程,2013,0(5):148-151. |
| |
作者姓名: | 罗琼 |
| |
作者单位: | 中铁上海设计院集团有限公司,上海 200070 |
| |
摘 要: | 以广州地铁14号线的工程为例,对地铁高架桥与地下隧道衔接处路基过渡段设计进行研究,论证了路基过渡段的结构形式、填料设计、整体道床地基加固处理比选等,并对过渡段路基的工后沉降、CFG桩承载力进行检算,均满足规范要求。
|
关 键 词: | 地铁工程 路基过渡段 路基结构形式 CFG桩地基 |
收稿时间: | 2019-11-11 |
Study on Design of Transition Section at the Junction of Viaduct and Underground Tunnel on Metro Line |
| |
Authors: | LUO Qiong |
| |
Abstract: | Taking Guangzhou Metro Line 14 project as the example,this paper explored the design of transition section at the junction of the viaduct and the underground tunnel on the metro line to the extent that the structure form,filling design,and the comparison and selection of the roadbed foundation reinforcement of this transition section were demonstrated;moreover,the post-construction settlement of the subgrade thereof and the bearing capacity of CFG pile were calculated,all of which meet the standard requirements. |
| |
Keywords: | metro project subgrade transition section subgrade structure form CFG pile composite foundation |
本文献已被 万方数据 等数据库收录! |
| 点击此处可从《路基工程》浏览原始摘要信息 |
| 点击此处可从《路基工程》下载免费的PDF全文 |