摘要
挤密砂桩加固软土所形成的复合地基具有较高的承载能力,因而使得在这种复合地基上建设重力式结构成为可能。以洋山深水港区东港池码头工程为背景,介绍了在水下挤密砂桩复合地基上建设重力式码头的设计技术。
The composite foundation with sand compaction piles possesses higher bearing capacity,which makes it possible to build the gravity structure on the composite foundation.On the background of the quay of the east harbor basin in Yangshan deepwater port,this paper mainly introduces the design technologies about the gravity quay on the composite foundation with sand compaction piles,which may serve as a reference for similar engineering.
出处
《水运工程》
北大核心
2011年第11期227-231,共5页
Port & Waterway Engineering
关键词
重力式码头
挤密砂桩
软土地基
复合地基
gravity quay
sand compaction piles
soft ground
composite foundation
