摘要
为确保刘老涧三线船闸深基坑支护施工的质量,采用PHC管桩替代钢板桩进行深基坑支护的方案。介绍工程概况和修改方案的可行性验算。着重介绍工程主要的施工方法。该方案效果良好。
In order to ensure constructive quality of deep foundation pit support of Liulaojian third line lock, a plan of deep foundation pit support with PHC pipe pile instead of steel sheet pile is adopted. The general situation of engineering and feasible checking calculation of this plan are introduced. Emphatically the main constructive method of engineering is introduced. The plan has got good results.
出处
《港口科技》
2013年第11期28-33,共6页
Port Science & Technology
关键词
港口
深基坑
支护
设计
施工
port deep foundation pit support design construction
