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| 钻孔灌注桩后压浆工艺 | |
| 引用本文： | 杨玉平. 钻孔灌注桩后压浆工艺[J]. 山西建筑, 2009, 35(31): 104-106 |
| 作者姓名： | 杨玉平 |
| 作者单位： | 中铁二十二局集团第四工程有限公司,河北高碑店,074000 |
| 摘 要： | 介绍了后压浆施工工艺在水下钻孔灌注桩基中的应用，通过与传统桩基比较，得出后压浆能提高桩基承载力、缩短工期、降低造价，在单桩承载力较高的基础工程中值得推广应用。 |
| 关 键 词： | 后压浆 钻孔灌注桩 施工方法 承载力 |
Post grouting technology of the bored pile |
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| YANG Yu-ping. Post grouting technology of the bored pile[J]. Shanxi Architecture, 2009, 35(31): 104-106 | |
| Authors: | YANG Yu-ping |
| Affiliation: | YANG Yu-ping |
| Abstract: | The author introduces the application of the post grouting construction technology on underwater drilling bored pile foundation, according to the comparison with traditional pile foundation, gets the conclusion that the post grouting can improve pile foundation bearing capacity, short construction period, decrease cost, and is value to popularized and applied in the foundation project with higher pile bearing capacity. |
| Keywords: | post grouting bored pile construction method bearing capacity |
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