| 试刀山隧道洞口山体滑坡分析与治理 |
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| 引用本文： | 浦玉炳,杨昌道,熊根林. 试刀山隧道洞口山体滑坡分析与治理[J]. 合肥工业大学学报(自然科学版), 2002, 25(4): 549-553 |
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| 作者姓名： | 浦玉炳 杨昌道 熊根林 |
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| 作者单位： | 1. 安徽省港航勘测设计院,安徽,合肥,230011
2. 安徽省水利建筑安装总公司,安徽,合肥,230022 |
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| 摘 要： | 通过对试刀山隧道洞口山体滑坡进行了较详尽的勘探分析 ,确定该滑坡为推移式滑坡 ,滑坡体内存在软弱夹层 ;利用坡体内存在软弱夹层的平面滑动理论进行了滑动稳定计算分析 ,并将理论计算成果同实际情况作了详细的对比分析 ,其成果对隧道洞口山体的防护工程设计及抗滑措施设计提供了可靠的理论根据 ,同时对该防护工程的施工也具有一定的参考价值
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| 关 键 词： | 隧道 山体 滑坡 |
| 文章编号： | 1003-5060(2002)04-0549-05 |
| 修稿时间： | 2001-12-24 |
Analysis and control of the landslide at the mouth of Shidaoshan Tu nnel |
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| PU Yu-bing ,YANG Chang-dao ,XIONG Gen-lin. Analysis and control of the landslide at the mouth of Shidaoshan Tu nnel[J]. Journal of Hefei University of Technology(Natural Science), 2002, 25(4): 549-553 |
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| Authors: | PU Yu-bing YANG Chang-dao XIONG Gen-lin |
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| Affiliation: | PU Yu-bing 1,YANG Chang-dao 1,XIONG Gen-lin 2 |
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| Abstract: | A detailed investgation of the landslide occurring at the mouth of Shidaoshan Tunnel is made. It is confirmed that this slide is a forced slide and there is a weak intercalated layer in it,that is the third soil layer. As the landslide took place along the weak intercalated layer of the slope,the stability of the slope is analyzed and calculated by using the theory of plane slip. The calculation results are analyzed and compared with the actual situation. The obtained results provide a reliable theoretic basis for the designs of corresponding protection works and anti-slide measures,and the results are also helpful for the construction of the protection works. |
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| Keywords: | tunnel mountain slide |
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