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

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

doi:10.16285/j.rsm.2005.s1.039

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

更新时间：2026-06-25

- Analysis of displacements of transversely isotropic foundation under level strip uniformly distributed load
- Issue S1, Pages: 163-167(2005)
- 作者机构：
  
  1. 扬州大学建筑科学与工程学院
  2. 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：10.16285/j.rsm.2005.s1.039
  CLC： TU471+.2
- Published：2005
- 稿件说明：
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[1]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(S1):163-167.

JIN Yao-hua, SUN Yan, QIAN Yu-lin. Analysis of displacements of transversely isotropic foundation under level strip uniformly distributed load[J]. 2005, (S1): 163-167.
[1]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(S1):163-167. DOI： 10.16285/j.rsm.2005.s1.039.

JIN Yao-hua, SUN Yan, QIAN Yu-lin. Analysis of displacements of transversely isotropic foundation under level strip uniformly distributed load[J]. 2005, (S1): 163-167. DOI： 10.16285/j.rsm.2005.s1.039.

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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