|
|||||
|
|
| 某大桥桩柱-盖梁结构体系开裂研究 | |
| 引用本文： | 杜青,蔡美峰,张献民. 某大桥桩柱-盖梁结构体系开裂研究[J]. 公路交通科技, 2005, 22(9): 98-101 |
| 作者姓名： | 杜青 蔡美峰 张献民 |
| 作者单位： | 1. 北京科技大学土木工程学院,北京,100083;河北工业大学土木工程学院,天津,300132 2. 北京科技大学土木工程学院,北京,100083 3. 河北工业大学土木工程学院,天津,300132 |
| 摘 要： | 针对衡水市某大桥盖梁与桩柱上出现的严重裂缝问题进行了试验与数值模拟研究,通过在桥面汽车加载条件下的基桩沉降、裂缝扩展等的测试,研究了构件开裂的力学机理,通过对桩周土瞬态面波测试,研究了桩周土面波速度随深度的变化,并应用有限元进行了模拟验算。通过综合分析,最终给出了构件开裂的原因。 |
| 关 键 词： | 开裂机理 基桩沉降 桩周土 瞬态面波 有限元 |
| 文章编号： | 1002-0268（2005）09-0098-04 |
| 收稿时间： | 2004-09-27 |
| 修稿时间： | 2004-09-27 |
Study on Structural Crack of Pile and Cap for a Bridge |
|
| DU Qing,CAI Mei-feng,ZHANG Xian-min. Study on Structural Crack of Pile and Cap for a Bridge[J]. Journal of Highway and Transportation Research and Development, 2005, 22(9): 98-101 | |
| Authors: | DU Qing CAI Mei-feng ZHANG Xian-min |
| Affiliation: | 1. Department of Civil Engineering, University of Science and Technology Beijing, Beijing 100083 China; 2. School of Civil Engineering, Hebei University of Technology, Tianjin 300132, China |
| Abstract: | Some experiments and numerical simulation on the serious crack occurred on the cap and pile of a bridge in Hongshui city were made. On the basis of the test of the settlement and crack propagation of the pile foundation under the truck loading on the bridge, the mechanical mechanism of the crack propagation was studied. By measuring the transient surface wave of the soil surround the piles, the velocity change in the surface wave with the depth of soil was analyzed and the results were checked by using finite element analysis. Finally, the reasons of the cracking were presented by means of comprehensive analysis. |
| Keywords: | Cracking mechanism Pile foundation settlement Soil Transient surface wave Finite element |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |