| 桥梁群桩基础沉降特性与计算方法 |
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| 引用本文： | 任丽芳,穆兰,杜玉林.桥梁群桩基础沉降特性与计算方法[J].石家庄铁路职业技术学院学报,2006,5(4):7-11. |
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| 作者姓名： | 任丽芳 穆兰 杜玉林 |
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| 作者单位： | 石家庄铁路职业技术学院,河北石家庄,050041 |
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| 摘 要： | 由于群桩基础受多方面的影响和作用，使其受力状态非常复杂，目前它仍是岩土工程领域的研究热点。简要阐述群桩基础的沉降特性，然后对群桩基础常用的沉降计算方法进行详细论述，并对各种方法进行相应的评价。
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| 关 键 词： | 桥梁 群桩基础 沉降特性 沉降计算 |
| 文章编号： | 1673-1816（2006）04-0007-05 |
| 收稿时间： | 2006-09-21 |
| 修稿时间： | 2006-09-21 |
Characteristics of Settlement and Calculating Methods about Bridge Pile Groups Foundation |
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| Ren Lifang,Mu Lan,Du Yulin.Characteristics of Settlement and Calculating Methods about Bridge Pile Groups Foundation[J].Journal of Shijiazhuang Institute of Railway Technology,2006,5(4):7-11. |
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| Authors: | Ren Lifang Mu Lan Du Yulin |
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| Institution: | Shijiazhuang Institute of Railway Technology Shijiazhuang Hebei 050041 China |
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| Abstract: | The bearing state of plie groups foundation is very complax which is influenced and effected by many aspects. Therefore, at present it is still the research hotspot in geotechnical engineering field. Firstly, the settlement characteristics of pile groups foundation are expounded in brief. Then its settlement calculation methods in common use are discussed in detail. At the same time, every method is evaluated. |
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| Keywords: | bridge pile groups foundation characteristics of settlement settlement calculation |
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