| 带撑双排桩支护结构性状分析 |
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| 引用本文： | 应宏伟,初振环. 带撑双排桩支护结构性状分析[J]. 岩土工程学报, 2006, 28(Z1): 1450-1454 |
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| 作者姓名： | 应宏伟 初振环 |
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| 作者单位： | 1. 浙江大学岩土工程研究所,浙江,杭州,310027
2. 深圳市工勘岩土工程有限公司,广东,深圳,518026 |
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| 摘 要： | 基于弹性抗力法提出了适合深基坑带撑双排桩支护结构的实用计算方法,编制了计算程序,对某工程实例进行分析,通过与实测数据的对比验证了该实用方法的合理性,并分析了带撑双排桩支护结构的主要影响因素。
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| 关 键 词： | 深基坑 带撑双排桩支护结构 弹性抗力法 影响因素 |
| 文章编号： | 1000-4548(2006)S0-1450-05 |
| 修稿时间： | 2006-04-19 |
Analysis of braced retaining structures with double-row piles |
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| YING Hong-wei,CHU Zhen-huan. Analysis of braced retaining structures with double-row piles[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(Z1): 1450-1454 |
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| Authors: | YING Hong-wei CHU Zhen-huan |
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| Affiliation: | YING Hong-wei1,CHU Zhen-huan2 |
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| Abstract: | A method based on beam-spring models was proposed for the design of braced retaining structures with double-row piles.A program was developed for the method.Field measurements of deformations from an excavation case in Hangzhou provided an opportunity to access the validity of the model,and the main influencing factors were also analyzed. |
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| Keywords: | deep excavation braced retaining structure with double-row piles beam-spring model influencing factor |
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