|
|||||
|
|
| 关于桩端注浆提高桩基承载力试验效果的研究 | |
| 引用本文： | YE Feng,陈帝江,刘小飞. 关于桩端注浆提高桩基承载力试验效果的研究[J]. 山西建筑, 2008, 34(23) |
| 作者姓名： | YE Feng 陈帝江 刘小飞 |
| 作者单位： | 长安大学公路学院,陕西西安,710054 |
| 摘 要： | 介绍了钻孔灌注桩桩端后注浆法的加固机理、施工过程及方法,探讨了桩端注浆法在具体工程中的应用效果,指出桩端后注浆法提高了桩基承载力,减小了基础沉降,值得推广使用。 |
| 关 键 词： | 桩端注浆 承载力 钻孔灌注桩 |
Study on the grouting of pile tip improving bearing capacity of pile foundation testing effect |
|
| YE Feng,CHEN Di-jiang,LIU Xiao-fei. Study on the grouting of pile tip improving bearing capacity of pile foundation testing effect[J]. Shanxi Architecture, 2008, 34(23) | |
| Authors: | YE Feng CHEN Di-jiang LIU Xiao-fei |
| Affiliation: | YE Feng CHEN Di-jiang LIU Xiao-fei |
| Abstract: | The strengthening mechanism,construction progress and method of bored pile tip post-injecting method were introduced,the application effect of grouting method of pile tip in practice engineering was discussed,and it pointed out that pile tip post-injecting method improved bearing capacity of pile foundation,reduced foundation settlement,and was worth to popularize and apply. |
| Keywords: | grouting of pile tip bearing capacity bored pile |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |