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| 二七长江大桥2号试桩承载力自平衡测试研究 | |
| 引用本文： | 余昆,余岫云,李连新,余春梅,郑红建.二七长江大桥2号试桩承载力自平衡测试研究[J].交通科技,2012(3):1-4. |
| 作者姓名： | 余昆 余岫云 李连新 余春梅 郑红建 |
| 作者单位： | 1. 中铁大桥局集团桥科院有限公司 武汉430034 2. 宜昌市虹源公路工程咨询监理有限责任公司 宜昌443000 3. 枝江市公路局 枝江443200 |
| 摘 要： | 采用自平衡试桩法对二七长江大桥2号试桩进行测试,试验采集了桩身应力、荷载箱位移等数据,并采用改进荷载传递函数转换法等效转换成传统静载下的桩顶荷载及相应沉降,确定试桩单桩极限承载力. |
| 关 键 词： | 自平衡试桩 极限承载力 改进荷载传递函数转换法 |
Self-balanced Load Test Research for Foundation Piles of No.2 Pile of Erqi Yangzi River Bridge |
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| Yu Kun , Yu Xiuyun , Li Lianxin , Yu Chunmei , Zheng Hongjian.Self-balanced Load Test Research for Foundation Piles of No.2 Pile of Erqi Yangzi River Bridge[J].Transportation Science & Technology,2012(3):1-4. | |
| Authors: | Yu Kun Yu Xiuyun Li Lianxin Yu Chunmei Zheng Hongjian |
| Institution: | 1.Bridge Science Research Institute,China Zhongtie Major Bridge Engineering Group,Wuhan 430034,China; 2.Yichang construction inspection & management corportion,Yichang 443000,China; 3.Zhijiang highway administration bureau,Zhijiang 443200,China) |
| Abstract: | The No.2 pile of Erqi Yangzi River Bridge of Wuhan is tested by self-balanced load method.The stress of the pile and the displacements of the O-cell obtained from self-balanced load test are converted to those from the conventional static load test and the ultimate carrying capacity of the pile is determined by the improvable load delivery function method. |
| Keywords: | self-balanced load test ultimate carrying capacity the improvable load delivery function method |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |