| 杭甬运河一号船闸下闸首承载力提高的措施 |
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| 引用本文： | 陈雷,刘俊,姜红权.杭甬运河一号船闸下闸首承载力提高的措施[J].水运工程,2005(6):69-71,75. |
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| 作者姓名： | 陈雷 刘俊 姜红权 |
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| 作者单位： | 杭州市港航管理局,浙江,杭州,310014 |
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| 摘 要： | 杭甬运河一号船闸由于闸首承载力不足,在众多的提高闸首承载力的方案中采用了被基础工程学称之为“万能式桩基”的桩箱式基础。从目前情况看,效果良好,对水运工程建设有一定的借鉴作用。
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| 关 键 词： | 船闸下闸首 承载力 桩箱式基础 措施 |
| 文章编号： | 1002-4972(2005)06-0069-04 |
Measures for Improving Bearing Capacity of Lower Head of No.1 Shiplock in Hangzhou-Ningbo Canal |
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| CHEN Lei,LIU Jun,JIANG Hong-quan.Measures for Improving Bearing Capacity of Lower Head of No.1 Shiplock in Hangzhou-Ningbo Canal[J].Port & Waterway Engineering,2005(6):69-71,75. |
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| Authors: | CHEN Lei LIU Jun JIANG Hong-quan |
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| Abstract: | Pile-box foundation, which is appraised as"the universal pile foundation"in foundation engineering science, was chosen for improving lock head bearing capacity of No.1 Shiplock in Hangzhou-Ningbo Canal, and has achieved good effect up to present. This type of foundation may serve as a reference for port and waterway engineering. |
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| Keywords: | shiplock lower head bearing capacity pile-box foundation measure |
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