| 湾坝河水电站软基加固中的振冲施工技术 |
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| 引用本文： | 邹刚. 湾坝河水电站软基加固中的振冲施工技术[J]. 水力发电, 2006, 32(7): 42-44 |
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| 作者姓名： | 邹刚 |
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| 作者单位： | 中国水利水电第七工程局,四川,郫县,611730 |
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| 摘 要： | 湾坝河水电站闸基坐落在第四纪砂砾石覆盖层上，属于软基上建闸。为了确保闸坝基础能满足坝基稳定、承载、变形的要求，设计上采用了振冲法对覆盖层进行加固处理。该工程振冲加固技术的施工方法、技术措施、质量控制措施可供类似工程参考。
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| 关 键 词： | 软基加固 漂砾石层 振冲法 湾坝河水电站 |
| 文章编号： | 0559-9342（2006）07-0042-03 |
| 收稿时间： | 2005-12-30 |
| 修稿时间： | 2005-12-30 |
The Vibration & Impulsion Treatment of Soft Foundation of Wanbahe Power Station |
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| Zou Gang. The Vibration & Impulsion Treatment of Soft Foundation of Wanbahe Power Station[J]. Water Power, 2006, 32(7): 42-44 |
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| Authors: | Zou Gang |
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| Affiliation: | The Seventh Water Conservancy and Hydropower Engineering Bureau of China, Pixian Sichuan 611730 |
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| Abstract: | The foundation of gated-weir of the Wanbahe Power Station is located on Quaternary deposit which is soft.In order to meet the requirement of stability,loading and the distortion of the dam,the technique of vibration & impulsion was adopted to reinforce the overburden layer.This reinforcement technique and its quality control are applicable to project of similar nature. |
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| Keywords: | Soft foundation reinforcement quaternary deposit technique of vibration & impulsion Wanbahe Power Station |
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