科技创新与应用2024，Vol.14Issue(20)：158-162,5.DOI:10.19981/j.CN23-1581/G3.2024.20.036
软土地区涉河桥隧合建减沉施工技术研究
王天宝 1张立锐2
作者信息
- 1. 海盐县交通投资集团有限公司,浙江 嘉兴 314399
- 2. 浙江交工集团股份有限公司,杭州 310023
- 折叠
摘要
Abstract
In view of the river-related underground space tunnel and viaduct construction project,due to the complex surrounding environment and high traffic pressure,relying on the reconstruction project of the section from Laoyuhang to Wuchang sections of National Highway 235 in Hangzhou,through the temporary transformation of the river,the design concept of coplanar structure of bridge and tunnel is put forward.In this paper,a construction technology for reducing the settlement of river-crossing bridges and tunnels in soft soil area is developed,which can be used as a reference for similar projects.关键词
墙式墩/桥隧合建/迁改/桩基/软土地区Key words
wall pier/joint construction of bridge and tunnel/relocation/pile foundation/soft soil area分类
交通工程引用本文复制引用
王天宝,张立锐..软土地区涉河桥隧合建减沉施工技术研究[J].科技创新与应用,2024,14(20):158-162,5.
