| 双排桩支护结构的工程应用及优化设计 |
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| 引用本文： | 应宏伟,初振环,李冰河,刘兴旺. 双排桩支护结构的工程应用及优化设计[J]. 建筑技术, 2006, 37(12): 916-919 |
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| 作者姓名： | 应宏伟 初振环 李冰河 刘兴旺 |
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| 作者单位： | 浙江大学岩土工程研究所,310027,杭州;浙江省建筑设计研究院,310006,杭州 |
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| 摘 要： | 杭州新世纪广场基坑位于软土地基上，采用双排桩式支护结构的设计思路，为此提出了相应的计算模型，并通过计算对主要影响因素进行分析，得出一些有价值的结论，并与实测结果进行了对比验证。
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| 关 键 词： | 深基坑 灌注桩 双排桩支护结构 |
| 文章编号： | 1000-4726（2006）12-0916-04 |
| 收稿时间： | 2006-07-13 |
| 修稿时间： | 2006-07-13 |
APPLICATION AND OPTIMIZED DESIGN OF RETAINING STRUCTURE WITH DOUBLE-ROW PILES |
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| YING Hongwei,CHU Zhenhuan,LI Binghe,LIU Xingwang. APPLICATION AND OPTIMIZED DESIGN OF RETAINING STRUCTURE WITH DOUBLE-ROW PILES[J]. Architecture Technology, 2006, 37(12): 916-919 |
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| Authors: | YING Hongwei CHU Zhenhuan LI Binghe LIU Xingwang |
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| Affiliation: | 1. Institute of Geotechnical Engineering,Zhejiang University,310027,Hangzhou,China; 2. Zhejiang Province Architectural Design and Resegarch Institute,310006,Hangzhou,China |
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| Abstract: | The design concept of retaining structure with double-row piles were adopted for the soft foundation of Hangzhou New Century Plaza. A calculation model was therefore put forward accordingly and the major influential factors were analyzed through calculation. Some valuable conclusions were obtained which were then compared with the actually-measured results for verification. |
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| Keywords: | deep foundation pit cast-in-place pile retaining structure with double-row piles |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
