| 巴东新城引水工程隧洞稳定分析及整治研究 |
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| 引用本文： | 杨学堂,王乐华,李建林.巴东新城引水工程隧洞稳定分析及整治研究[J].三峡大学学报(自然科学版),2003,25(5):400-403. |
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| 作者姓名： | 杨学堂 王乐华 李建林 |
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| 作者单位： | 三峡大学,土木水电学院,湖北,宜昌,443002 |
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| 摘 要： | 对巴东新城引水工程隧洞的地质情况进行了简单的介绍，分析了隧洞在运行过程中出现的洞顶掉顶和侧墙破坏的原因，综合考虑隧洞问题段的地质条件和衬砌破坏情况，提出了衬砌和锚固等不同的整治方案，并对各种方案进行设计．
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| 关 键 词： | 引水工程 隧洞 稳定分析 衬砌 锚固 巴东县 |
| 文章编号： | 1007-7081(2003)05-0400-04 |
| 修稿时间： | 2003年6月5日 |
Stability Analysis and Control-Treatment Study of Diversion Tunnel for New Badong Town |
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| Yang Xuetang Wang Lehua Li Jianlin.Stability Analysis and Control-Treatment Study of Diversion Tunnel for New Badong Town[J].Journal of China Three Gorges University(Natural Sciences),2003,25(5):400-403. |
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| Authors: | Yang Xuetang Wang Lehua Li Jianlin |
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| Abstract: | The geological conditions of the diversion tunnel for New Badong Town is described briefly at first. Then,the reasons of the roof fall and damage of side wall during operation are discussed. On the basis of these studies, the stability analysis of diversion tunnel is made; and some lining anchoring schemes are suggested soas to solve these problems;and designs of these schemes are put forward,too. |
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| Keywords: | diversion engineering tunnel stability analysis control and treatment |
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