| 桥梁桩基沉降计算方法研究 |
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| 引用本文： | 夏锦红,姚小军.桥梁桩基沉降计算方法研究[J].平原大学学报,2007,24(5):115-116. |
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| 作者姓名： | 夏锦红 姚小军 |
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| 作者单位： | 1. 平原大学,建筑工程学院,河南,新乡,453003
2. 河南省新乡市交通局质检站,河南,新乡,453003 |
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| 摘 要： | 阐述了桥梁单桩沉降计算方法和各自的优缺点,并对单桩沉降需要进一步研究的内容提出了建议,分析成果对进一步了解和促进单桩沉降计算方法的发展有一定的借鉴作用。
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| 关 键 词： | 桥梁工程 桩基 沉降 弹性理论法 荷载传递函数法 有限单元法 |
| 文章编号： | 1008-3944（2007）05-0115-02 |
| 修稿时间： | 2007-07-11 |
A Research on Computation Methods for Piles Settlement of Bridge |
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| XIA Jin-hong,YAO Xiao-jun.A Research on Computation Methods for Piles Settlement of Bridge[J].Journal of Pingyuan University,2007,24(5):115-116. |
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| Authors: | XIA Jin-hong YAO Xiao-jun |
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| Institution: | 1. Architectural Dept. of Pingyuan University, Xinxiang , Henan 453003, China; 2. Quality Control Station of Xixiang Traffic Bureau, Xinxiang, Henan 453003, China |
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| Abstract: | As the buildings of long span bridges,super long span bridges and high-rise,the require of the settlement of pile foundation is becoming higher and higher.This paper systematically discusses the computation methods of single piles,and then some suggestions and views on contents which should be researched thoroughly are recommended,which can be drawn in the strengthening of the study on the computation methods of single piles. |
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| Keywords: | bridge engineering piles settlement elastic theory method load transfer function method finite element |
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