| 长短桩复合地基沉降控制研究 |
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| 引用本文： | 詹祥元.长短桩复合地基沉降控制研究[J].长春工程学院学报(自然科学版),2012,13(2):20-21,27. |
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| 作者姓名： | 詹祥元 |
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| 作者单位： | 陕西铁路工程职业技术学院,陕西渭南,714000 |
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| 摘 要： | 随着复合地基理论的发展,复合地基处理方法得到了很大应用,其优化设计也促进了长短桩复合地基的应用,在满足承载力的要求下,长短桩复合地基的沉降控制是决定地基处理是否成功的关键。探讨了长短桩复合地基的沉降变形规律和影响因素,归纳了长短桩复合地基沉降优化设计思路,为此类复合地基的应用提供借鉴依据。
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| 关 键 词： | 长短桩 复合地基 沉降 |
The control study on long pile and short pile composite foundation settlement |
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| ZHAN Xiang-yuan.The control study on long pile and short pile composite foundation settlement[J].Journal of Changchun Institute of Technology(Natural Science Edition),2012,13(2):20-21,27. |
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| Authors: | ZHAN Xiang-yuan |
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| Institution: | ZHAN Xiang-yuan(Shaanxi Railway Institute, Weinan Shaanxi 714000,China) |
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| Abstract: | With the development of composite foundation theory,the composite foundation has comprehensive application.Its optimization design has also improved the application of long pile and short pile composite foundation.Under the requirements of bearing capacity,the composite foundation settlement control is the key to identify the successful foundation treatment.In this paper,the author discusses the rules and influencing factors about settlement deformation of long pile and short pile composite foundation,and then concludes the methods on how to optimize the design of long pile and short pile composite foundation,in order to provide reference to similar projects. |
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| Keywords: | long pile and short pile composite foundation settlement |
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