Solutions for axisymmetric problems of double layers generalized Gibson subgrade

DU Qin-wen; WANG Jin-chang; ZHU Xiang-rong; WANG Xiao-mou

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Solutions for axisymmetric problems of double layers generalized Gibson subgrade

更新时间：2026-06-25

- Solutions for axisymmetric problems of double layers generalized Gibson subgrade
- Vol. 28, Issue 5, (2007)
- 作者机构：
  
  1. 长安大学特殊地区公路工程教育部重点实验室,西安,710064
  2. 浙江大学建筑工程学院,杭州,310027
  3. 浙江大学宁波理工学院,宁波,315100
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU47
- Online First：10 September 2013，
  
  Published：2007
- 稿件说明：
移动端阅览
DU Qin-wen, WANG Jin-chang, ZHU Xiang-rong, et al. Solutions for axisymmetric problems of double layers generalized Gibson subgrade[J]. 2007, 28(5).
DOI：

DU Qin-wen, WANG Jin-chang, ZHU Xiang-rong, et al. Solutions for axisymmetric problems of double layers generalized Gibson subgrade[J]. 2007, 28(5). DOI：

摘要

假定双层地基土体为弹性、不可压缩、剪切模量随深度线性变化的广义Gibson地基，在两层土体剪切模量表达式常数项与一次项系数之比相同条件下，采用Hankel变换，得到了表面分布轴对称荷载时地基土体应力、位移的积分形式解，讨论了下层深度、剪切模量等对位移的影响。获得的解可退化到半空间情况。

Abstract

The exact analytical solutions for displacements and stress of a double layers generalized Gibson elastic subgrade subjected to an axisymmetric surface load are presented. It is assumed that the soil of the subgrade is incompressible and that the shear modulus varies linearly with depth. In the two layers

the ratios of coefficient of linear term to constant term of the shear modulus expression are also assumed to equal during analyzing. Selected numerical results for vertical displacements are presented to portray the influence of the degree of nonhomogeneity

depth of second layer and different stiffnesses of the two layers on the responses of the nonhomogeneous subgrade. Hankel transforms are used in the analysis.

关键词

Keywords

references

Views

1083

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Error analysis of axisymmetric dynamic problem of single soil layer overlaid on elastic half-space using transfer matrix method

Upper bound ultimate bearing capacity of rough footings on anisotropic and nonhomogeneous clays

Transfer matrix solutions for axisymmetric consolidation of multilayered transversely isotropic soils

Analytical solutions to thermoelastic plane axisymmetric problems for random non-homogeneous media

Vibration analysis of transversely isotropic saturated soils

Related Author

WANG Fu-tong

TAO Xia-xin

ZHENG Xin

YANG Jun-sheng

ZHAO Lian-heng

YANG Feng

WANG Quan-sheng

AI Zhi-yong

Related Institution

School of Civil Engineering, Harbin Institute of Technology

College of Engineering, Heilongjiang Bayi Agricultural University

School of Civil Engineering and Architecture, Heilongjiang University

School of Civil and Architectural Engineering, Central South University

Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Department of Geotechnical Engineering, Tongji University

AI问答

⁰