| 用Mindlin应力解求单桩沉降的方法 |
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| 引用本文： | 周罡,林荫.用Mindlin应力解求单桩沉降的方法[J].地下空间与工程学报,2001,21(3):173-177. |
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| 作者姓名： | 周罡 林荫 |
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| 作者单位： | 同济大学铁道建筑系,上海,200331 |
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| 摘 要： | 以 Mindlin应力解为基础 ,推导了任意桩侧摩阻力分布形态时地基土中附加应力的计算方法 ,并针对单桩的沉降问题进行了分析 ,为单桩的沉降量计算提供了一个较为合理的方法。
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| 关 键 词： | Mindlin应力解 桩侧摩阻力 附加应力 |
| 文章编号： | 1001-831X(2001)03-0173-05 |
| 修稿时间： | 2000年11月9日 |
Method for Calculation of Single Pile Settlement by Mindlin Stress Solution |
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| ZHOU Gang et al.Method for Calculation of Single Pile Settlement by Mindlin Stress Solution[J].Chinese Journal of Underground Space and Engineering,2001,21(3):173-177. |
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| Authors: | ZHOU Gang |
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| Affiliation: | ZHOU Gang et al |
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| Abstract: | Based on Mindlin stress solution, the calculating method of additional stress in foundation soil for any distribution form of the skin friction of pile is deduced in this paper, and the settlement problem of single pile is analyzed. It provides a rational method for single pile settlement calculation. |
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| Keywords: | Mindlin stress solution skin friction of pile additional stress |
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