摘要
大连港东部地区搬迁改造项目护岸工程(一标段)是大连地区首例在软土地基上应用圆筒重力式结构的工程。在设计过程中对多种加荷时间和加载量级组合进行对比论证,并在施工过程中用现场监测结果进行验证。结果表明:现场观测数据正常,工程质量达到预期要求。
The revetment engineering of transformation and relocation project in Dalian port eastern region （tender I） is the first one adopting cylinder gravity structure on soft soil in Dalian area. Combinations of multiple loading time and magnitudes are compared and demonstrated in the design and verified by the site monitoring result during construction, which indicates that the monitoring data is under control and the engineering quality satisfies the prospective requirement.
出处
《水运工程》
北大核心
2016年第B10期138-141,152,共5页
Port & Waterway Engineering
关键词
圆筒重力式护岸
软土地基
沉降观测
加载方案
cylinder gravity revetment
soft foundation
settlement observation
loading scheme
