| 水平条形均布荷载下横观各向同性弹性地基的位移分析 |
| |
| 引用本文： | 金耀华,孙炎,钱玉林. 水平条形均布荷载下横观各向同性弹性地基的位移分析[J]. 岩土力学, 2005, 26(Z1): 163-167 |
| |
| 作者姓名： | 金耀华 孙炎 钱玉林 |
| |
| 作者单位： | 扬州大学 建筑科学与工程学院，江苏 扬州 225009 |
| |
| 摘 要： | 分析了水平条形均布荷载下横观各向同性地基位移规律，归纳了位移随弹性模量比n之不同而变化的规律，提出了水平条形均布荷载下横观各向同性地基位移的近似简化解，以供岩土工程设计人员参考。
|
| 关 键 词： | 横观各向同性地基 位移解 近似解 |
| 收稿时间： | 2005-01-12 |
Analysis of displacements of transversely isotropic foundation under level strip uniformly distributed load |
| |
| JIN Yao-hua,SUN Yan,QIAN Yu-lin. Analysis of displacements of transversely isotropic foundation under level strip uniformly distributed load[J]. Rock and Soil Mechanics, 2005, 26(Z1): 163-167 |
| |
| Authors: | JIN Yao-hua SUN Yan QIAN Yu-lin |
| |
| Affiliation: | Architectural Science and Civil Engineering College,Yangzhou University, Yangzhou 225009, China |
| |
| Abstract: | The dispiacement of transversely isotropic foundation under the level strip uniformly distributed load are analyzed. The rules of displacement with the different ratios of modulus of elasticity are drawn. The approximate solution for dispiacements of transversely isotropic foundation under the level strip uniformly distributed load is proposed. |
| |
| Keywords: | transversely isotropic foundation displacement solution approximate solution |
| 本文献已被 CNKI 维普 等数据库收录！ |
| 点击此处可从《岩土力学》浏览原始摘要信息 |
|
点击此处可从《岩土力学》下载全文 |
