| 文峪河水库左岸滑坡体加固预应力锚索设计 |
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| 引用本文： | 刘彦卫. 文峪河水库左岸滑坡体加固预应力锚索设计[J]. 吉林水利, 2006, 0(5): 22-24,27 |
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| 作者姓名： | 刘彦卫 |
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| 作者单位： | 山西省水利建设工程总局,山西,太原,030024 |
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| 摘 要： | 本文根据文峪河水库左岸滑坡体的地形地质特点、成因、危害程度及稳定分析成果,综合分析比较本工程初设及以往各种工程处理措施,提出了预应力锚索加固设计方案,并对该方案各项指标的设计进行了详细的论述。
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| 关 键 词： | 滑坡体 大开挖 抗滑桩 预应力锚索 文峪河水库 |
| 文章编号： | 1009-2846（2006）05-0022-03 |
| 收稿时间： | 2006-02-14 |
| 修稿时间： | 2006-02-14 |
Design of prestressed anchorage cable for left bank landslide body in Wenyuhe reservoir |
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| LIU Yan-wei. Design of prestressed anchorage cable for left bank landslide body in Wenyuhe reservoir[J]. Jilin Water Resources, 2006, 0(5): 22-24,27 |
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| Authors: | LIU Yan-wei |
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| Affiliation: | LIU Yan-wei |
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| Abstract: | The preminary design and some project measures in the past are analysed and compared on the basis of the result for left bank landslide body topographic and geologic characteristic,origin,danger and stability analysis,The paper puts forward the consolidation scheme of prestressed anchorage cable,expunds various targets design of this scheme |
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| Keywords: | landslide body large excavation pile against sliding prestressed anchorage cable Wenyuhe reservoir |
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