Journal of Zhejiang University-SCIENCE A

, Volume 4, Issue 4, pp 393–399 | Cite as

Axisymmetric fundamental solutions for a finite layer with impeded boundaries

  • Cheng Ze-hai 
  • Chen Yun-min 
  • Ling Dao-sheng 
  • Tang Xiao-wu 
Civil Engineering & Mechanics

Abstract

Axisymmetric fundamental solutions that are applied in the consolidation calculations of a finitecaly clay layer with impeded boundaries were derived. Laplace and Hankel integral transforms were utilized with respect to time and radial coordinates, respectively in the analysis. The derivation of fundamental solutions considers two boundary-value problems involving unit point loading and ring loading in the vertical. The solutions are extended to circular distributed and strip distributed normal load. The computation and analysis of settlements, vertical total stress and excess pore pressure in the consolidation layer subject to circular loading are presented.

Key words

Consolidation Integral transform Finite layer Impeded boundaries 

Document code

CLC number

TB121 

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Copyright information

© Zhejiang University Press 2003

Authors and Affiliations

  • Cheng Ze-hai 
    • 1
  • Chen Yun-min 
    • 1
  • Ling Dao-sheng 
    • 1
  • Tang Xiao-wu 
    • 1
  1. 1.College of Civil Engineering and ArchitectureZhejiang UniversityHangzhouChina

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