| 高层建筑一柱一桩基础底板的受力分析 |
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| 引用本文： | 杨同新. 高层建筑一柱一桩基础底板的受力分析[J]. 工程设计与建设, 1995, 0(3) |
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| 作者姓名： | 杨同新 |
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| 作者单位： | 长沙冶金设计研究院 |
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| 摘 要： | 从土的回弹及桩的压缩两个方面分析了高层建筑一往一桩基础底板的受力情况，推导出了一个计算底板反力的近似公式，并通过实例计算说明底板所受的反力是不容忽视的。
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| 关 键 词： | 一柱一桩基础底板，受力分析，土回弹，桩压缩 |
Stress analysis of“one-to-one”column-pile foundation base of tall builting |
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| YangTongxin. Stress analysis of“one-to-one”column-pile foundation base of tall builting[J]. , 1995, 0(3) |
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| Authors: | YangTongxin |
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| Affiliation: | YangTongxin |
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| Abstract: | The stress behavior of the“one-to-one ”column-pile foundation base of tall buildings was analyzed in the following two respects:soil resilience and pile compression,and a approximate formula for calculation of base reaction was deduced.The case study has shown that the reaction acted to the base is not to be negligible. |
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| Keywords: | Column-pile foundation base Stress analysis Soil resilience Pile compression |
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