重力式码头后轨道梁基桩的优化设计及应用实践  

Optimal design and application for pile foundation of rear rail beam of gravity quay

作　　者：陈波[1] 宋兰芳[1] 王广贤[1] 

机构地区：[1]中交第四航务工程勘察设计院有限公司,广东广州510230

出　　处：《中国港湾建设》2015年第12期37-40,共4页China Harbour Engineering

摘　　要：依托海南某正在实施的工程项目,对于基桩贯穿较厚的中密砂层及硬黏土层的情况,进行了方案优化设计,初步探讨码头后轨道梁基桩中抗拔桩的连接设计,并对打桩中的一些问题及解决对策进行了总结,可为类似工程的设计及施工提供借鉴经验。Depending on one project which under construction in Hainan province, for the pile has to through medium dense sand layer and hard clay layer, we optimized the design, studied on designing the uplift pile connection of rear rail beam,and discussed some of the problems encountered in the piling process and the measures of solving them, which can provide design and construction references for the similar projects.

关 键 词：后轨道梁基桩 优化设计 抗拔桩 

分 类 号：U652.74[交通运输工程—港口、海岸及近海工程] U656.111[交通运输工程—船舶与海洋工程]