| 钻孔灌注桩后压浆技术应用实例 |
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| 引用本文： | 姚念武,卢青.钻孔灌注桩后压浆技术应用实例[J].太原理工大学学报,2001,32(3):301-304. |
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| 作者姓名： | 姚念武 卢青 |
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| 作者单位： | 1. 山西省建设监理公司
2. 太原大学 |
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| 摘 要： | 结合工程实例，对桩基处理新技术－后压浆灌注桩做了较详细的分析，与普通混凝土灌注桩相比，该技术可节约大量资金，缩短工期，经济效益十分显著。
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| 关 键 词： | 钻孔灌注桩 后压浆 试桩 极限承载力 |
| 文章编号： | 1007-9432(2001)03-0301-04 |
| 修稿时间： | 2000年11月29 |
Application of
Post-pressure Grouting Bored Pile Thechnology |
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| Yao Nianwu,Lu Qing.Application of
Post-pressure Grouting Bored Pile Thechnology[J].Journal of Taiyuan University of Technology,2001,32(3):301-304. |
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| Authors: | Yao Nianwu Lu Qing |
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| Institution: | Yao Nianwu Lu Qing (Shanxi Construction Supervision Co.) (College of Civil Engineering of Taiyuan University) |
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| Abstract: | Via costruction example,this paper gives a minute introduction to a new technology of pile foundation—post-pressure grouting bored pile.Compared with ordinary concrete caisson pile,the technology may save investment and construction period greatly,and the economic benefit is notable. |
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| Keywords: | bored pile post prossure grouting pile load test ultimate bearing capasity |
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