| 象山隧道岩溶地段全断面超前注浆堵水与加固技术 |
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| 引用本文： | 韩志怀.象山隧道岩溶地段全断面超前注浆堵水与加固技术[J].隧道建设,2009,29(5):558-562. |
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| 作者姓名： | 韩志怀 |
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| 作者单位： | 中铁隧道勘测设计院有限公司, 天津300131 |
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| 摘 要： | 对龙厦铁路象山隧道岩溶地段工程和水文地质情况做了简要说明，以YDK24+114～+144段的注浆循环为例，在注浆参数、材料选用、注浆顺序、施工工艺、机具设备配置以及注浆效果评定等方面，对岩溶地段全断面超前注浆加固技术做了介绍，为今后类似工程积累了经验。
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| 关 键 词： | 岩溶隧道 全断面注浆 材料应用 加固技术 堵水 |
| 收稿时间： | 2009-07-13 |
| 修稿时间： | 2009-10-10 |
Full-face Advance Grouting for Water Sealing and Reinforcement of Karst Section of Xiangshan Tunnel |
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| HAN Zhihuai.Full-face Advance Grouting for Water Sealing and Reinforcement of Karst Section of Xiangshan Tunnel[J].Tunnel Construction,2009,29(5):558-562. |
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| Authors: | HAN Zhihuai |
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| Institution: | China Railway Tunnel Survey &|Design Institute Co., Ltd., Tianjin 300131, China |
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| Abstract: | The engineering geology and hydro geology of the karst section of Xiangshan tunnel on Longyan Xiamen railway is presented. The full face advance grouting technology for karst area, including grouting parameters, grouting materials, grouting procedure, grouting technique, grouting equipment and grouting effect assessment, are described, with the grouting in YDK24+114～+144 section of Xiangshan tunnel as an example. This paper can provide reference for similar projects in the future. |
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| Keywords: | karst tunnel full face grouting grouting material reinforcement technology water sealing |
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