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龙泉港出海闸基坑围护设计和监测数据分析
Foundation pit protection design and monitoring analysis for the oceanic gate of Longquan Port
【摘要】 通过队龙泉港出海闸工程特点和地质条件的分析,经过方案比较选取两种科学、合理的围护结构。通过实践运用,将临时性围护结构作为永久性水工结构的一部分。同时采取监测措施,并对监测数据进行跟踪分析,有效保证了基坑的安全性,并为其与永久性结构结合提供了良好的基础。
【Abstract】 Based on the project feature of the oceanic gate of Longquan Port and the analysis of its geological condition,two kind of scientific and rational protection structures have been selected by comparison.Temporary protection structures,will be considered as a part of permanent water conservancy structures.To take monitoring measures at the same time and also trace and analyze the monitoring data,all these have ensured the safety of the foundstion pit and also provided the good basis for the temporary protection structures combining with prtmanent protection structures as well.
【关键词】 基坑围护;
地下连续墙;
搅拌桩;
监测;
【Key words】 foundation pit protection; underground continuous wall; mixing pile; monitoring;
【Key words】 foundation pit protection; underground continuous wall; mixing pile; monitoring;
- 【文献出处】 上海地质 ,Shanghai Geology , 编辑部邮箱 ,2007年02期
- 【分类号】U655.54
- 【被引频次】1
- 【下载频次】52