| 刘建茂,杨子民,王连力,康宪泉.灌注桩后注浆单桩竖向极限承载力研究[J].地质找矿论丛,2010,25(4):381-386 |
| 灌注桩后注浆单桩竖向极限承载力研究 |
| RESEARCH ON VERTICCAL BEARING CAPACITY LIMIT OF SINGLE POST GROUTTING PILE |
| 投稿时间：2009-07-27 |
| DOI：10.6053/j.issn.1001-1412.2010.4. 020 |
| 中文关键词: 灌注桩后注浆 受力机理 注浆量 单桩竖向极限承载力 |
| 英文关键词:post grouting technique of piling force mechanism grouting volume vertical bearing capacity limit of single pile |
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| 中文摘要: |
| 近年来,后注浆技术得到了广泛的应用。钻孔灌注桩可大大降低建筑物的沉降,并使建筑物的沉降更加均匀,文章介绍后注浆工艺的承载力提高机理及在天津地区的几个工程实例,分析了注浆前后单桩竖向极限承载力对比情况及影响单桩竖向极限承载力的几个因素。 |
| 英文摘要: |
| Post grouting technique is widely used in resent years. Drill-hole-grouting piling can largely reduce subsidence and lead to homogeneous subsidence. This paper introduces mechanism of raising the bearing capacity by post grouting and some project examples to which post grouting technique is applied and compares vertical bearing capacity limit before and after the grouting then analyses factors that influence the vertical bearing capacity limit. |
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