江苏水利Issue(1)：19-23,38,6.
沿海淤泥土地基中新型双排PC工法桩围堰的应用分析
Application analysis of the new type double row PC pile cofferdam in the coastal silty soil foundation
仝妍妍 1吴昊 2吴永军 2周成洋 3袁聪 3沙亚伟2
作者信息
- 1. 江苏省骆运水利工程管理处,江苏宿迁 223800
- 2. 江苏省水利建设工程有限公司,江苏扬州 225002
- 3. 江苏省淮沭新河管理处,江苏淮安 223001
- 折叠
摘要
Abstract
The foundation of the river channel in this project contains a certain depth of silty soil.In order to improve the efficiency of the cofferdam project,a new type of double row PC pile cofferdam structure is designed.By analyzing its structural advantages and combining with standards,the cofferdam is subjected to stability checks for overturning,horizontal sliding,uplift,and deep-seated anti-slide stability.The conclusion is drawn that the cofferdam structure is stable and safe.The construction method and technology are optimized to provide a valuable reference for the promotion of similar cofferdam projects in coastal areas.关键词
淤泥土地基/围堰/PC工法桩/施工方法Key words
silty soil foundation/cofferdam/PC pile/construction methods分类
建筑与水利引用本文复制引用
仝妍妍,吴昊,吴永军,周成洋,袁聪,沙亚伟..沿海淤泥土地基中新型双排PC工法桩围堰的应用分析[J].江苏水利,2024,(1):19-23,38,6.
