科技创新与应用2026，Vol.16Issue(18)：140-143,4.DOI:10.19981/j.CN23-1581/G3.2026.18.033
公路桥梁承台深基坑施工方法分析
庄华锋 1王真1
作者信息
- 1. 浙江交工集团股份有限公司,杭州 310000
- 折叠
摘要
Abstract
This study investigates the deep foundation pit construction of the EPC-04 section at the Hangzhou Hezhuang-Yaqian section of National Highway G104,analyzing critical technologies for foundation pit support design,dewatering,and deformation monitoring.Addressing challenges including high groundwater levels,soft soil conditions,and the"One side is close to land,while the other side faces the water"imbalance,the research proposes a hybrid steel sheet pile and composite steel pipe pile support system.Combined with zoned well-point dewatering and reinjection measures,this approach ensures foundation pit stability and construction safety.The construction monitoring results indicate maximum horizontal displacement of 25.8 mm for both river-side and land-side support piles,maximum surface settlement of 4.2 mm,and axial force fluctuations within±8%-all within regulatory limits.关键词
承台深基坑/支护结构/组合钢管桩/降水控制/变形监测Key words
deep foundation pit/support structure/composite steel pipe pile/dewatering control/deformation monitoring分类
交通工程引用本文复制引用
庄华锋,王真..公路桥梁承台深基坑施工方法分析[J].科技创新与应用,2026,16(18):140-143,4.
