摘要
连云港港旗台港区10万吨级散化泊位后方西围堤为在港区原防波堤的基础上经爆破挤淤抛石施工工艺拓宽形成,受形成条件限制,形成的堤身下部存在淤泥层,需进行加固处理。通过对不同加固处理方案的比较分析,确定了最终实施方案,节约了工程投资,满足工程施工和使用期安全稳定的要求。
The west breakwater behind Lianyungang Qitai port＇s 100 O00-ton bulk berth is formed on the basis of the original breakwater by blasting riprap construction process. Restricted by the formation conditions, the lower part of the breakwater is the silt layer which needs to be reinforced. Based on the comparative analysis of different reinforcement processing programs, we determine the final scheme which can not only reduce the project investment, but also meet the requirements of both construction and stability during construction.
出处
《水运工程》
北大核心
2014年第1期81-85,共5页
Port & Waterway Engineering
关键词
围堤
限制条件
加固处理
breakwater
limiting condition
reinforcement
