| 松花江干流堤防富珍强排泵站基坑处理技术 |
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| 引用本文： | 胡兰东,侯庆顺,邓宝昌.松花江干流堤防富珍强排泵站基坑处理技术[J].黑龙江水专学报,2001,28(2):93-94. |
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| 作者姓名： | 胡兰东 侯庆顺 邓宝昌 |
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| 作者单位： | 1. 黑龙江省水利水电工程总公司,
2. 富锦市水利勘测设计队, |
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| 摘 要： | 富珍强排泵站基础是强透水的砂层，在高地下水位施工时出现流砂、管涌、基坑边坡坍方等问题。采取井点暗排与明排相结合并铺以打钢板栅栏，土袋围墙，无纺布包碎石回填等工程措施成功地解决了这些问题。
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| 关 键 词： | 基坑处理 基坑排水 流砂 管涌 强排泵站 堤防 |
| 文章编号： | 1000-9833(2001)02-0093-02 |
| 修稿时间： | 2001年2月8日 |
Foundation ditch treating technique of Fuzhen strengthened draining pump station in Songhua River mainstream dike |
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| HU Lan_dong ,HOU Qing_shun ,DENG Bao_chang.Foundation ditch treating technique of Fuzhen strengthened draining pump station in Songhua River mainstream dike[J].Journal of Heilongjiang Hydraulic Engineering College,2001,28(2):93-94. |
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| Authors: | HU Lan_dong HOU Qing_shun DENG Bao_chang |
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| Affiliation: | HU Lan_dong 1,HOU Qing_shun 2,DENG Bao_chang 1 |
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| Abstract: | The foundation of Fuzhen strengthened draining pump station is strengthened permeable grit stratum.Well point under and open draining combining,also stell board pailing,earth bag wall and broken stone bag back filling engineering measures were adopted to successfully solve these problems when grit eroding,pipe gush,foundation side slope collasping and other problems emerged in high underground waterlevel constructing. |
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| Keywords: | foundation ditch treating foundation ditch draining grit eroding pipe gush |
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