| 抗拔桩承载力分析 |
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| 引用本文： | 袁斌,郭东海. 抗拔桩承载力分析[J]. 山西建筑, 2007, 33(2): 101-102 |
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| 作者姓名： | 袁斌 郭东海 |
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| 作者单位： | 1. 机械工业部第四设计研究院上海分院,上海,200437
2. 大连化工设计研究院,辽宁,大连,113000 |
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| 摘 要： | 基于等截面桩的四种破坏形态，依据相应的设计规程给出了设计公式，对抗拔桩的分析模型进行了介绍，并从摩擦、开挖宽度、埋深三方面对承载力的影响进行了分析，为抗拔桩的进一步研究与应用提供了理论基础。
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| 关 键 词： | 抗拔桩 承载力 埋深 开挖深度 |
| 文章编号： | 1009-6825(2007)02-0101-02 |
| 修稿时间： | 2006-06-21 |
Bearing capacity analysis of uplift pile |
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| YUAN Bin,GUO Dong-hai. Bearing capacity analysis of uplift pile[J]. Shanxi Architecture, 2007, 33(2): 101-102 |
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| Authors: | YUAN Bin GUO Dong-hai |
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| Affiliation: | YUAN Bin GUO Dong-hai |
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| Abstract: | Based upon analysis of four failure modes of uniform section pile and related design codes corresponding design formula is presented.Analysis model of uplift pile is introduced;at the same time from three aspects: friction,excavation width and embedded depth factors influencing bearing capacity are analyzed,which provides good theoretical references for the application of uplift pile. |
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| Keywords: | uplift pile bearing capacity embedded depth excavation depth |
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