| 深搅桩复合地基设计思路的探讨 |
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| 引用本文： | 蒋学广. 深搅桩复合地基设计思路的探讨[J]. 探矿工程(岩土钻掘工程), 2008, 35(4): 47-49 |
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| 作者姓名： | 蒋学广 |
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| 作者单位： | 云南地质工程第二勘察院,云南,大理,671000 |
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| 摘 要： | 结合工程实例分析了大理经济开发区复合地基设计中主要强调承载力而导致较多建筑过量沉降的问题,提出了复合地基设计时应以变形控制为主,承载力仅作验算指标的设计思路。
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| 关 键 词： | 深搅桩 复合地基 承载力 变形控制 |
| 文章编号： | 1672-7428(2008)04-0047-02 |
| 修稿时间： | 2007-06-18 |
Discussion on Design of Compound Foundation with Deep Stirring Pile |
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| JIANG Xue-guang. Discussion on Design of Compound Foundation with Deep Stirring Pile[J]. Exploration Engineering （Rock & Soil Drilling and Tunneling）, 2008, 35(4): 47-49 |
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| Authors: | JIANG Xue-guang |
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| Abstract: | Analysis was made on excessive subsidence in compound foundation design of Dali economic development zone, considering of excessive subsidence in many buildings,deformation control was paid attention instead of the emphasis on bear- ing capacity in compound foundation design.Bearing capacity only turned to be the checking calculation index for design. |
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| Keywords: | deep stirring pile compound foundation bearing capacity deformation control |
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