摘要
针对天津港非金属矿石泊位工程发生的滑坡事故,简要介绍了该码头的施工及滑坡情况。分析表明,事故原因是多方面的,基槽挖泥超深超宽是主要原因。提出了码头修复设计方案及施工措施,实践证明是成功的。
For the landslide accident, which occurred in non-metallic ore berth project in Tianjin Port, this paper introduces the terminal construction and landslide conditions. The causes of the accident are muhifaceted; ultra-deep and ultra-wide dredging for foundation trench are main reasons. The design and construction measures for repairing the terminal are proposed and proved to be successful in practice.
出处
《中国港湾建设》
北大核心
2009年第5期7-9,共3页
China Harbour Engineering
关键词
高桩码头
滑坡
原因
修复
high-pile wharf
landslide
cause
repair
