| 桩墙复合结构在抗滑工程中的应用研究 |
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| 引用本文： | 胡新丽,胡静. 桩墙复合结构在抗滑工程中的应用研究[J]. 水文地质工程地质, 2003, 0(Z1) |
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| 作者姓名： | 胡新丽 胡静 |
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| 作者单位： | [1]中国地质大学工程学院 [2]河南省许昌市第二地质勘查院 武汉 |
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| 基金项目： | 国家自然科学基金项目(40202028) |
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| 摘 要： | 水库塌岸防治工程,具有保证斜坡整体稳定性和防止库岸再造的双重要求。特别是其上具有重要或不宜拆迁的建筑物并具有潜在不稳定的岸坡时,更应合理选择库岸防治方法,以满足该双重要求。本文在对水库岸坡特点和其防治工作特点总结的基础上,利用抗滑桩和重力式挡土墙复合结构,对三峡库区典型岸段进行了防治工程设计。
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| 关 键 词： | 库岸防治 抗滑桩 挡土墙 |
Application of pile-retaining wall composite strucature on anti-sliding engineering |
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| HU Xin-li,HU Jing. Application of pile-retaining wall composite strucature on anti-sliding engineering[J]. Hydrogeology and Engineering Geology, 2003, 0(Z1) |
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| Authors: | HU Xin-li HU Jing |
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| Abstract: | The collapse control of reservoir bank slope should meet the two requirements-bank slope stability and preventing the bank slope rebuilding. The suitable methods should be chosen to meet these requirement for the unstable and steeper bank slope on which there are important or inoperable migrating buildings. Based on the summary of characteristics of the reservoir bank slope and its control methods, the design of bank slope control engineering for the typical bank sector is done with the anti-sliding pile and retaining wall composite structure. |
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| Keywords: | bank slope control anti-sliding pile retaining wall |
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