| 宝塔山特长隧道设计 |
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| 引用本文： | 潘雪峰,刘战平. 宝塔山特长隧道设计[J]. 筑路机械与施工机械化, 2009, 26(10): 64-67 |
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| 作者姓名： | 潘雪峰 刘战平 |
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| 作者单位： | 1. 山西省交通规划勘察设计院,山西,太原,030012
2. 西安蓝溪科技企业(集团)有限责任公司,陕西,西安,710075 |
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| 摘 要： | 通过试验的方法确定宝塔山隧道围岩岩石力学指标，采用工程类比法确定围岩复合式衬砌支护设计参数，对隧道防排水设计处理方案以及如何有效地控制施工工期．保证项目顺利完成也进行了阐述，为以后同类型隧道的设计与施工提供指导性依据。
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| 关 键 词： | 特长隧道 衬砌 排水处理 施工工期 |
Design of Baotashan Extra-long Tunnel |
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| Affiliation: | PAN Xue-feng, LIU Zhan-ping(1 .Shanxi Provincial Communications Planning, Surveying and Designing Institute, Taiyuan 030012, Shanxi, China 2.Xi＇an LANSEAD Group Co. Ltd., Xi＇an 710075, Shaanxi, China) |
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| Abstract: | Mechanic indexes of Baotashan tunnel surrounding rock are defined by experiment, design parameters of support of composite lining are defined by engineering analogy method. Water-proofing treatment schemes is expounded as well as how to control time limit for a project to assure project to successfully be completed, provided reference to analogous tunnel＇s design and construction. |
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| Keywords: | extra-long tunnel lining drainage treatment time limit for a project |
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