| 渝黔高速公路福田寺隧道弃渣堆场滑坡稳定性研究 |
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| 引用本文： | 江冰.渝黔高速公路福田寺隧道弃渣堆场滑坡稳定性研究[J].地质灾害与环境保护,2007,18(2):85-88. |
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| 作者姓名： | 江冰 |
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| 作者单位： | 重庆诚德岩土工程勘察公司,重庆,401147 |
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| 摘 要： | 渝黔高速公路福田寺隧道出口段弃渣堆场,选择在大型基岩古滑塌体上,虽在其前部坡脚边缘层状岩层上设置有简易重力式条石挡墙,但在堆放弃渣荷载影响下,弃渣堆场前缘及东北侧斜坡于2003年6月9日暴雨后出现裂缝,危及斜坡上赶水林场及村民的生命、财产安全.因而对此展开相关工作,评价其稳定性及提出防治工程措施,既有利于保护该场址的安全,同时对类似问题有借鉴作用.
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| 关 键 词： | 弃渣场滑坡 稳定性分析 渝黔高速公路 |
| 文章编号： | 1006-4362（2007）02-0085-04 |
| 收稿时间： | 2006-12-26 |
| 修稿时间： | 2006-12-262007-01-20 |
LANDSLIDE STABILITY ANALYSIS OF WASTED DREGS FIELD ON THE FUTIANSHI TUNNEL ALONG QUQIAN HIGHWAY |
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| JIANG Bing.LANDSLIDE STABILITY ANALYSIS OF WASTED DREGS FIELD ON THE FUTIANSHI TUNNEL ALONG QUQIAN HIGHWAY[J].Journal of Geological Hazards and Environment Preservation,2007,18(2):85-88. |
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| Authors: | JIANG Bing |
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| Institution: | Chongqing Chengde Geoteehnieal Engineering Investigation Company, Chongqing 401147,China |
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| Abstract: | The exit section of wasted dregs field of Futianshi tunnel in Yuqian highway is located on an ancient large--scale bedrock slump. Although, simple gravity retaining wall has been settled at the foreside edge of the slope end, due to the effect of pilling wasted dregs, cracks happened after the storm on the 9th , June of 2003 at the foreside edge and northeastern of wasted dregs field, which were dangerous to the safety of forest, personnel and belongs. Therefore, evaluating the landslide stability and bringing forward the suitable protection measures are of great significance, which are useful to protect the field safety and the similar problems. |
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| Keywords: | wasted dregs field landslide stability analysis Yuqian highway |
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