| 石灰桩＋CFG桩与桩间土形成三元复合地基 |
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| 引用本文： | 张兰亭.石灰桩＋CFG桩与桩间土形成三元复合地基[J].山西建筑,2001,27(6):48-49. |
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| 作者姓名： | 张兰亭 |
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| 作者单位： | 山西省民用建筑设计研究院 |
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| 摘 要： | 对某一高层建筑地基处理进行了分析，采用了石灰桩 CFG桩与桩间土形成三元复合地基，从三元复合地基加固原理及设计方法上进行了讨论，提出了用三元复合地基处理高层建筑液化地基的方法，达到了消除液化，提高地基承载力，节约投资的效果，解决了高层建筑（30层以下）地基处理的问题。
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| 关 键 词： | 石灰桩 CFG桩 三元复合地基 承载力 |
| 文章编号： | 1009-6825(2001)06-0048-02 |
| 修稿时间： | 2001年7月26日 |
Limb stake plus CFG stake and soil between stakes make a ternary base |
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| ZHANG Lan,ting.Limb stake plus CFG stake and soil between stakes make a ternary base[J].Shanxi Architecture,2001,27(6):48-49. |
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| Authors: | ZHANG Lan ting |
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| Abstract: | The writer analyzes the base treatment of some high storied building, introduces its ternary base structure, that is limb stake plus CFG stake and soil between stakes. Such base's strengthening principle and design method are discussed in detail. Also the writer puts forward the method of applying the ternary base to liquefaction foundation treatment, which achieves the effect of eliminating liquefaction, improving foundation's bearing capacity and saving investment. The paper solves the problem of base treatment of high storied buildings. |
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| Keywords: | limb stake CFG stake soil between stakes ternary base standard value of bearing capacity |
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