您当前的位置：
首页 >
文章列表页 >
Analyzing stress wave propagations in a pile foundation using Laplace transform
更新时间：2026-06-25

    • Analyzing stress wave propagations in a pile foundation using Laplace transform

    • Vol. 32, Issue 1, (2011)
    • CLC： O3

    • Online First：19 January 2011，

      Published：2011

    移动端阅览

  • WANG Jian, ZHOU Feng-hua. Analyzing stress wave propagations in a pile foundation using Laplace transform[J]. 2011, 32(1). DOI：

  •  
  •  
icon
试读结束，您可以激活您的VIP账号继续阅读。
去激活 >
icon
试读结束，您可以通过登录账户，到个人中心，购买VIP会员阅读全文。
已是VIP会员？
去登录 >

0

Views

3310

下载量

0

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

A mathematical model of nuclide migration and its inverse analysis in dual media
Transfer matrix solutions for axisymmetric consolidation of multilayered transversely isotropic soils
Soil of consolidation with partially penetrated vertical drains under complicated loadings considering three-dimensional seepage in soil beneath vertical drain
One-dimensional nonlinear consolidation of underconsolidation clay under arbitrary loadings
One-dimensional consolidation of viscoelastic soil layer under cyclic loading

Related Author

LE Li-hua
WANG Ze-wen
ZHANG Wen
WANG Quan-sheng
AI Zhi-yong
XU Chang-jie
CAI Yuan-qiang
GENG Xue-yu

Related Institution

School of Mathematics and Information Sciences, East China Institute of Technology
Key Laboratory of Nuclear Resources and Environment of Education Ministry, East China Institute of Technology
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Department of Geotechnical Engineering, Tongji University
Institute of Geotechnical Engineering, Zhejiang University
Institute of Geotechnical Engineering, Zhejiang University
0