Analysis of displacements of transversely isotropic foundation 
under level strip uniformly distributed load

JIN Yao-hua; SUN Yan; QIAN Yu-lin

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Analysis of displacements of transversely isotropic foundation under level strip uniformly distributed load

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- Analysis of displacements of transversely isotropic foundation under level strip uniformly distributed load
- Vol. 26, Issue S1期　刊出日, (2005)
- 作者机构：
  
  扬州大学建筑科学与工程学院,江苏,扬州,225009
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU471
- Online First：15 December 2005，
  
  Published：2005
- 稿件说明：
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JIN Yao-hua, SUN Yan, QIAN Yu-lin. Analysis of displacements of transversely isotropic foundation under level strip uniformly distributed load[J]. 2005, 26(S1期　刊出日).
DOI：

JIN Yao-hua, SUN Yan, QIAN Yu-lin. Analysis of displacements of transversely isotropic foundation under level strip uniformly distributed load[J]. 2005, 26(S1期　刊出日). DOI：

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。

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.

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JIN Yao-hua

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Related Institution

扬州大学建筑科学与工程学院

Faculty of Civil Engineering and Mechanics, Jiangsu University

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