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| 新-郑高速公路黄河特大桥大直径钻孔灌注桩静载试验分析 | |
| 引用本文： | 姬同庚,吴承霞,许红.新-郑高速公路黄河特大桥大直径钻孔灌注桩静载试验分析[J].河南科学,2006,24(4):578-581. |
| 作者姓名： | 姬同庚 吴承霞 许红 |
| 作者单位： | 1. 北京科技大学,北京,100083;河南省交通规划勘察设计院,郑州,450052 2. 北京科技大学,北京,100083;河南省建筑职工大学,郑州,450007 3. 河南省建筑职工大学,郑州,450007 |
| 摘 要： | 通过分析新乡至郑州高速公路郑州黄河特大桥大直径钻孔灌注桩的的静荷载试验结果,验证了水流及桩的长细比对桩的承载性状、桩侧摩阻力的影响,并对工程桩基设计提出了合理化建议. |
| 关 键 词： | 高速公路 钻孔灌注桩 静荷载试验 |
| 文章编号： | 1004-3918(2006)04-0578-04 |
| 收稿时间： | 2006-03-03 |
| 修稿时间： | 2006年3月3日 |
Static Loading Tests Research on Long-Large Diameter Bored Pile in Yellow River Super Bridge of Xinxiang-Zhengzhou Highway |
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| JI Tong-geng,WU Cheng-xia,XU Hong.Static Loading Tests Research on Long-Large Diameter Bored Pile in Yellow River Super Bridge of Xinxiang-Zhengzhou Highway[J].Henan Science,2006,24(4):578-581. | |
| Authors: | JI Tong-geng WU Cheng-xia XU Hong |
| Institution: | 1. University of Science and Technology Beijing, Beijing 100083, China;2. Henan Provincial Communications Planing Survey and Design Institute, Zhengzhou 450052, China; 3. Henan Architectural Adult University, Zhengzhou 450007, China |
| Abstract: | Based on the static-loading tests of Yellow River super Bridge long-large diameter bored pile in Xinxiang-Zhengzhou highway,the influence of fluent and pile's slender ratio on load bearing character and the lateral frictional resistance are verified.Rationalization proposals to design and construction of this kind of piles are proposed. |
| Keywords: | highway bored pile static loading experimental pile in and the of piles |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |