| 宁波地铁试验段深基坑施工技术研究 |
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| 引用本文： | 董建忠,林克芳. 宁波地铁试验段深基坑施工技术研究[J]. 探矿工程, 2012, 39(3): 59-65 |
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| 作者姓名： | 董建忠 林克芳 |
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| 作者单位： | 浙江省大成建设集团有限公司,浙江杭州310012 |
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| 摘 要： | 针对宁波地铁1号线试验段福庆北路站基坑开挖面积大、围护类删多、支撑形式多样、歼挖深度深、绵构彤式复杂等特点，通过对其深基坑施工技术进行研究，并对其基坑在开挖过程中的监测数据进行变形分析，总结出可供宁波市其他同类型地铁车站及深基坑施工借攀和参考的经验。
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| 关 键 词： | 深基坑 施工技术 监测 地铁车站 |
| 收稿时间： | 2011-08-28 |
| 修稿时间： | 2011-12-27 |
Study on Deep Foundation Pit Construction Technology in the Trial Section of Ningbo Metro |
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| DONG Jian-zhong and LIN Ke-fan. Study on Deep Foundation Pit Construction Technology in the Trial Section of Ningbo Metro[J]. Exploration Engineering:Rock & Soil Drilling and Tunneling, 2012, 39(3): 59-65 |
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| Authors: | DONG Jian-zhong and LIN Ke-fan |
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| Affiliation: | (Zhejiang Dacheng Construction Group Co. Ltd. , Hangzhou Zhejiang 310012, China) |
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| Abstract: | Regarding to the features of large scale excavation, various types of enclosure protection and supporting, deep excavation and complicated structure in Fuqingbeilu station of the trial section of Ningbo metro, and by the study on the construction technology used, deformation analysis was made based on the monitoring data in the excavation process, the experience was summed up for the same type of project. |
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| Keywords: | deep foundation pit construction technology monitoring metro station |
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