| 某土质变形体抗滑治理措施 |
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| 引用本文： | 宋建新,杨奇峰,邓争荣.某土质变形体抗滑治理措施[J].长江工程职业技术学院学报,2005,22(2):28-30. |
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| 作者姓名： | 宋建新 杨奇峰 邓争荣 |
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| 作者单位： | 浙江省水电建筑安装有限公司,浙江,杭州,310051;中国水利水电第十一工程局,河南三门峡,472001;长江勘测规划设计研究院第六工程勘测院,湖北,赤壁,437302 |
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| 摘 要： | 介绍了采用卸荷削坡、轻型井点降水、坡面保护与钢管桩相结合的方案,对枸皮滩水电站右岸导流隧洞出口明渠南侧土质变形体进行抗滑治理,并使其处于稳定状态的成功施工措施.
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| 关 键 词： | 土质变形体 卸荷削坡 轻型井点降水 坡面保护 钢管桩 |
| 文章编号： | 1673-0496(2005)02-0028-03 |
| 修稿时间： | 2005年1月12日 |
Antisliding Measures of a Soil Plasmodium |
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| SONG Jian-xin,YANG Qi-feng,DENG Zheng-rong.Antisliding Measures of a Soil Plasmodium[J].Journal of Changjiang Engineering Vocational College,2005,22(2):28-30. |
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| Authors: | SONG Jian-xin YANG Qi-feng DENG Zheng-rong |
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| Abstract: | Countermeasures to soil plasmodium sliding of the southern side of entrance channel of diversion tunnel in the right bank of Goupitan power station by the scheme of combining unloading, paring slope, slowing water levels of light wells, protecting slopes and pile driving are provided, which will make the plasmodium stable. |
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| Keywords: | soil plasmodium unloading and paring slopes to slow water levels of light wells slope protection steel pile |
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