摘要
在软弱地基上修建板桩码头,采用地连墙替代板桩结构,同时考虑到码头作业平台荷载较大的实际情况,采用深层搅拌桩进行地基处理,将地连墙与搅拌桩有机组合形成一个整体,以维持码头整体的稳定。
The sheet pile structure is substituted by the diaphragm retaining walls to construct sheet pile wharf in soft foundation. And the deep mixing pile is adopted for the foundation treatment, considering that the loads of wharf working platform are great.
出处
《水道港口》
2006年第1期32-35,共4页
Journal of Waterway and Harbor
关键词
码头
钢筋砼地连墙
深层搅拌桩
软弱地基
wharf
reinforced concrete diaphragm retaining walls
deep-mlxing pile
soft foundation