| 钻孔灌注桩后压浆处理工艺及单桩受荷性状 |
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| 引用本文： | 赵旭宏,钦佩.钻孔灌注桩后压浆处理工艺及单桩受荷性状[J].科技情报开发与经济,2001,11(1):61-62. |
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| 作者姓名： | 赵旭宏 钦佩 |
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| 作者单位： | 1. 山西省建筑科学研究院,
2. 山西省安业集团有限公司, |
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| 摘 要： | 本文以太原安静花园1#楼单桩静载试验为依据，论述桩端侧后压浆工艺及单桩处理后受荷特性，说明本工程单桩极限承载力基本可以提高100%，并提出了这类桩基在太原应用的有关设计建议。
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| 关 键 词： | 钻孔灌注桩 后压浆工艺 单桩静载试验 |
| 文章编号： | 1005-6033(2001)01-0061-02 |
| 修稿时间： | 2000年11月16 |
After Grouting Technique of Bored Pile and Loading Properties of Single Pile |
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| ZHAO Xu hong,QIN Pei.After Grouting Technique of Bored Pile and Loading Properties of Single Pile[J].Sci-Tech Information Development & Economy,2001,11(1):61-62. |
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| Authors: | ZHAO Xu hong QIN Pei |
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| Abstract: | Based on the single pile's static test of No.1 Building in Anjing Garden of Taiyuan, this paper discusses the after grouting technique on both pile end and pile side and the loading properties of single pile after being treated,The conclusion shows that the single pile's ultimate bearing capacity can be increased by 100%.And this paper puts forward some relative design suggestions for the application of such piles in Taiyuan district. |
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| Keywords: | bored pile after grouting technique static test |
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