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| 龙泉港出海闸基坑围护设计和监测数据分析 | |
| 作者姓名： | 张文虎 陈峰 周学明 |
| 作者单位： | 1. 上海水利投资管理有限公司,上海,200237 2. 上海市水利工程设计研究院,上海,200063 3. 青海地质基础施工总公司上海分公司,上海,200072 |
| 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。 |
| 关 键 词： | 基坑围护 地下连续墙 搅拌桩 监测 |
| 收稿时间： | 2006-09-14 |
| 修稿时间： | 2006-09-142006-12-28 |
Foundation pit protection design and monitoring analysis for the oceanic gate of Longquan Port |
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| Authors: | ZHANG Wenhu CHEN Feng ZHOU Xueming |
| Institution: | 1 Shanghai Water Conservancy Investment co. Ltd. , Shanghai 200237; 2 Shabghai Water Conservancy Project Design Institute, Shanghai 200063;3 Shanghai branch of Qinghai geology foundation construction general compang, Shanghai 200072 |
| 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. |
| Keywords: | foundation pit protection underground continuous wall mixing pile monitoring |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |