| 深基坑支护设计与施工方法的探讨 |
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| 引用本文： | 杨更平,刘铁.深基坑支护设计与施工方法的探讨[J].宁波工程学院学报,2009,21(1):104-108. |
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| 作者姓名： | 杨更平 刘铁 |
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| 作者单位： | 1. 宁波国际投资咨询有限公司,浙江,宁波,315010
2. 宁波工程学院,浙江,宁波,315016 |
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| 摘 要： | 本文针对宁波市某工程大体量深基坑的支护问题，给出了围护采用的地下连续墙的计算方法及配筋，介绍了为保证土方安全开挖而采取的具体施工措施和方法，提出了开挖过程中的防渗漏、止排水措施、应急措施，介绍了基坑土体监测检测的内容，可供同类工程施工时参考。
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| 关 键 词： | 地下连续墙 深基坑 水平支撑 降水 监测 |
Support Design and Construction Method of Deep Foundation Pit |
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| YANG GENG-PING,LIU Tie.Support Design and Construction Method of Deep Foundation Pit[J].Journal of Ningbo University of Technology,2009,21(1):104-108. |
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| Authors: | YANG GENG-PING LIU Tie |
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| Affiliation: | 1.Ningbo International Investment Consultation Co.Ltd.;Ningbo;Zhejiang;315016;China 2.Ningbo University of Technology;China |
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| Abstract: | The paper,with regard to the support problem of large-size deep foundation pit in some project in Ningbo,proposes the calculation method and the match tendon of the underground continuous wall adopted in the hedge,introduces the concrete construction measures and methods to ensure the safety of earthwork excavation,puts forward the measures against leakage and drainage as well as emergency measures in the excavation and introduces the content of monitors and checking of the base pit soil. |
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| Keywords: | underground continuous wall deep foundation pit horizontal bracing precipitation monitor |
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