| 清远市大燕河整治工程拦河闸坝地基处理设计 |
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| 引用本文： | 陈东眉.清远市大燕河整治工程拦河闸坝地基处理设计[J].广东水利水电,2015(6):61-64. |
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| 作者姓名： | 陈东眉 |
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| 作者单位： | 清远市大燕河整治工程项目管理处,广东 清远 511518 |
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| 摘 要： | 清远市大燕河整治工程闸坝建基面主要位于淤泥和淤泥质土层,淤泥呈软塑～流塑状,压缩性高,承载力低,其工程特性复杂。该文介绍其地基处理方案及应力、变形计算方法,并结合闸坝建成安全运行情况分析其处理效果,可供类似工程参考。
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| 关 键 词： | 设计 基础 闸坝 大燕河 |
| 收稿时间： | 2015/3/2 0:00:00 |
| 修稿时间： | 2015/3/2 0:00:00 |
Design of approach to Qingyuan Dayan River Remediation Project cross-river dam foundation |
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| CHEN Dongmei.Design of approach to Qingyuan Dayan River Remediation Project cross-river dam foundation[J].Guangdong Water Resources and Hydropower,2015(6):61-64. |
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| Authors: | CHEN Dongmei |
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| Affiliation: | Office of Qingyuan Dayan River Remediation Project Management, Qingyuan 511825, China |
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| Abstract: | The foundation plane of the dam construction in Qingyuan Dayan River Regulation project is mainly in silt or silt layer, and its shapes are like soft flow plastic. It has high compressibility and low carrying capacity. Hence, this project is of high complexity. In this article, the construction foundation treatment methods and the calculation of the stress and deformation have been introduced. In addition, the safety analysis of the dam operating, as well as the effect of the approach have been discussed. This article can be used as a reference for similar project. |
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| Keywords: | design foundation dam Dayan river |
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