| 长大嵌岩灌注桩自平衡静载试验研究 |
| |
| 引用本文： | 王建国,汪爱兵.长大嵌岩灌注桩自平衡静载试验研究[J].桥梁建设,2008(4). |
| |
| 作者姓名： | 王建国 汪爱兵 |
| |
| 作者单位： | 1. 中交第二公路勘察设计研究院有限公司,湖北,武汉,430056
2. 东莞公路桥梁开发建设总公司,广东,东莞,523010 |
| |
| 基金项目： | 广东省交通科技资助项目 |
| |
| 摘 要： | 为评价东江大桥软岩地基嵌岩灌注桩的承载力和沉降特性,采用自平衡静载试验技术对2根大直径嵌岩钻孔灌注桩进行了现场试验,评估了该桥长大嵌岩灌注桩的承载能力,并通过试验成果,探讨了嵌岩钻孔灌注桩随着荷载加大、桩端沉渣持续压缩增强的受力变形特性.
|
| 关 键 词： | 桥梁基础 软岩地基 钻孔灌注桩 自平衡静载试验 |
Self-Balanced Static Load Test Study of Long and Large Diameter Bored Piles Socketed in Rock |
| |
| WANG Jian-guo,WANG Ai-bing.Self-Balanced Static Load Test Study of Long and Large Diameter Bored Piles Socketed in Rock[J].Bridge Construction,2008(4). |
| |
| Authors: | WANG Jian-guo WANG Ai-bing |
| |
| Institution: | WANG Jian-guo1,WANG Ai-bing2(1.The 2nd Highway Survey,Design , Research Institute Co.,Ltd.of ChinaCommunications,Wuhan 430056,China,2.Dongguan Highway , BridgeDevelopment , Construction Corporation,Dongguan 523010,China) |
| |
| Abstract: | To evaluate the bearing capacity and settlement behavior of the bored piles socketed in weak rock ground of Dongjiang River Bridge,two long and large diameter bored piles of the Bridge were tested in field by the technique of self-balanced static loading and the bearing capacity of the piles was well recognized.On the basis of the test,the characteristics of deformation of the type of the piles with the increase of loading and sustained compaction of slag under the toes of the piles are also studied. |
| |
| Keywords: | bridge foundation weak rock ground bored pile self-balanced static load test |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
