| 软土地基中杆塔微型桩基础的设计方法研究 |
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| 引用本文： | 周勇发,蔡兴杰,龚健.软土地基中杆塔微型桩基础的设计方法研究[J].工业建筑,2005,35(Z1):532-536. |
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| 作者姓名： | 周勇发 蔡兴杰 龚健 |
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| 作者单位： | 浙江省电力设计院,杭州,310014 |
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| 摘 要： | 微型桩与常规钻孔灌注桩相比,具有承载力较高、施工场地小、对土层适应性强、布置形式灵活等特点。通过在软土地基中进行的微型桩单桩及群桩原型试验得到设计参数,总结出了适用于软土地基中杆塔微型桩基础设计的计算方法。
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| 关 键 词： | 微型桩 试验研究 设计方法 软土地基 |
| 修稿时间： | 2004年7月6日 |
STUDY ON THE DESIGN METHOD OF MICROPILES FOR TRANSMISSION TOWER IN SOFT SOIL GROUND |
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| Zhou Yongfa,Cai Xingjie,Gong Jian.STUDY ON THE DESIGN METHOD OF MICROPILES FOR TRANSMISSION TOWER IN SOFT SOIL GROUND[J].Industrial Construction,2005,35(Z1):532-536. |
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| Authors: | Zhou Yongfa Cai Xingjie Gong Jian |
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| Affiliation: | Zhejiang Electric Power Design Institute Hangzhou 310014 |
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| Abstract: | Compared with common bored-pile,micropiles have merits of higher bearing capacity,less occupancy for construction,and greater adaptation to any type of soils.The design method of micropiles for transmission tower in soft soil is concluded through the design parameters which are obtained by the full-scale tests of single and group micropiles. |
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| Keywords: | micropiles experimental study design method soft soil fowndation |
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