| 刚性路面板模型试验研究 |
| |
| 引用本文： | 易伟建,易志华. 刚性路面板模型试验研究[J]. 土木工程学报, 2004, 37(12): 103-106 |
| |
| 作者姓名： | 易伟建 易志华 |
| |
| 作者单位： | 湖南大学土木工程学院 |
| |
| 基金项目： | 国家自然科学基金项目 (599780 1 5) |
| |
| 摘 要： | 针对工程中水泥混凝土路面板足尺试验难度较大的问题 ,提出采用相似理论进行刚性路面板的荷载和应力的试验研究方法 ,探讨混凝土路面板研究中相关基础理论问题。通过对 9块不同相似比的刚性路面板的试验研究 ,得到了几何尺寸相似的弹性地基板在静载作用下 ,力学性能相似的初步结论。
|
| 关 键 词： | 刚性路面板 相似理论 模型试验 土与结构相互作用系统 |
| 文章编号： | 1000-131X(2004)12-0103-04 |
| 修稿时间： | 2002-12-24 |
EXPERIMENTAL RESEARCH ON MODELS OF RIGID PAVEMENTS |
| |
| Yi Weijian Yi Zhihua. EXPERIMENTAL RESEARCH ON MODELS OF RIGID PAVEMENTS[J]. China Civil Engineering Journal, 2004, 37(12): 103-106 |
| |
| Authors: | Yi Weijian Yi Zhihua |
| |
| Affiliation: | Hunan University |
| |
| Abstract: | Since it is difficult to perform an experiment on full scale concrete pavements, proposed a new experimental method to study the ultimate load and stress of rigid pavements,focusing on the related basic theoretical problems.It is concluded that the mechanical performances of geometrically similar slabs on the same elastic foundation under the static load are of similarity, on the basis of the experiments and analysis of 9 slabs. |
| |
| Keywords: | rigid pavements similarity theory model experiment soil-structure mutual effect system |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
