| 长短桩复合地基设计计算分析 |
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| 引用本文： | 韩建刚,陈奕柏,熊摇龙. 长短桩复合地基设计计算分析[J]. 山西建筑, 2007, 33(8): 11-12 |
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| 作者姓名： | 韩建刚 陈奕柏 熊摇龙 |
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| 作者单位： | 海南大学土木工程系,海南海口,570228 |
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| 摘 要： | 阐述了长短桩复合地基的设计思想,介绍了两种常用的长短桩复合地基承载力和沉降的计算方法,并通过实际算例对两种方法进行了比较,得出了两种方法的优缺点,为设计提供了参考依据。
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| 关 键 词： | 长短桩复合地基 承载力 沉降 |
| 文章编号： | 1009-6825(2007)08-0011-02 |
| 修稿时间： | 2006-10-16 |
The analysis of the long-short-pile composite foundation for design |
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| HAN Jian-gang,CHEN Yi-bai,XIONG Yao-long. The analysis of the long-short-pile composite foundation for design[J]. Shanxi Architecture, 2007, 33(8): 11-12 |
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| Authors: | HAN Jian-gang CHEN Yi-bai XIONG Yao-long |
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| Affiliation: | HAN Jian-gang CHEN Yi-bai XIONG Yao-long |
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| Abstract: | This paper summarized the design mentality of Long-short-pile composite foundation firstly.Then,two kind of computing methods are introduced.The two methods are compared by the reality engineering example,the advantage and shortcoming has been obtained,which will be useful for designer. |
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| Keywords: | long-short-pile composite foundation bearing capacity subsidence |
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