| 青松岭隧道洞身浅埋段施工技术创新 |
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| 引用本文： | 牛耀文.青松岭隧道洞身浅埋段施工技术创新[J].山西交通科技,2013(5):31-32. |
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| 作者姓名： | 牛耀文 |
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| 作者单位： | 中铁十七局集团第三工程有限公司,河北石家庄050081 |
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| 摘 要： | 浅埋段具有埋深浅、地质条件差等特点,通过在施工前对洞内的预加固处理,大大提高了围岩的稳定性,既保证了洞内施工安全和施工进度,又减少了对环境的污染,也确保了工程质量。
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| 关 键 词： | 隧道 浅埋 施工技术 创新 方案 |
The Study on the Construction Technology Innovation of Hole in Shallow Buried Section for Qingsongling Tunnel |
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| NIU Yao-wen.The Study on the Construction Technology Innovation of Hole in Shallow Buried Section for Qingsongling Tunnel[J].Shanxi Science & Technology of Communications,2013(5):31-32. |
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| Authors: | NIU Yao-wen |
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| Institution: | NIU Yao-wen (The 3rd Engineering Co., Ltd, the 17th Engineering Bureau Group, China Railway Ministry, Shijiazhuang, Hebei 050081, China) |
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| Abstract: | Before the construction, through the pre-reinforcement treatment of the hole processing,this paper introduced the technology which could greatly improve the stability of surrounding rock, both ensured the hole construction safety,construction progress and reduced the environmental pollution while ensured the engineering quality. |
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| Keywords: | tunnel shallow bury construction technology innovation scheme |
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