| 长距离盾构法输水隧道设计要点及改进建议 |
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| 引用本文： | 杜峰. 长距离盾构法输水隧道设计要点及改进建议[J]. 隧道建设, 2011, 31(4): 484-488,499 |
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| 作者姓名： | 杜峰 |
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| 作者单位： | 中国市政工程西北设计研究院有限公司,兰州,730000 |
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| 摘 要： | 结合上海青草沙水源地原水隧道工程的设计过程,探讨采用长距离盾构隧道建设大型原水输送隧道的适应性,解决长距离输水隧道工程设计过程中高内水压及防渗漏等问题,对设计实施过程中的一些技术要点提出改进的相关建议,为长距离输水隧道的设计提供一些更为合理和可行的措施。
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| 关 键 词： | 长距离 盾构法 输水隧道 内水压 单层衬砌 |
| 收稿时间： | 2011-02-23 |
Key Design Points and Optimization Recommendations for Long-distance Water-supplying Tunnels Bored by Shield Machines |
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| DU Feng. Key Design Points and Optimization Recommendations for Long-distance Water-supplying Tunnels Bored by Shield Machines[J]. Tunnel Construction, 2011, 31(4): 484-488,499 |
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| Authors: | DU Feng |
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| Affiliation: | DU Feng(Northwest Research Institute of Engineering Investigations and Design,China Municipal Engineering Co.,Ltd.,Lanzhou 730000,China) |
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| Abstract: | The feasibility to build large-scale water-supplying tunnels by long-distance shield tunneling method is discussed,the problems,such as the high internal water pressure and the water leakage,encountered in the design of the long-distance water-supplying t |
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| Keywords: | long distance shield tunneling method water-supplying tunnel internal water pressure single-shell lining |
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