Multi-dimensional Consolidation Theory for Cyclic Loadings

Citation data:

2008 International Conference on Advanced Computer Theory and Engineering, Page: 773-777

Publication Year:
2008
Usage 7
Abstract Views 7
Repository URL:
https://ro.uow.edu.au/engpapers/4986
DOI:
10.1109/icacte.2008.219
Author(s):
Geng, Xueyu
Publisher(s):
Institute of Electrical and Electronics Engineers (IEEE)
Tags:
Computer Science; multi; loadings; cyclic; theory; consolidation; dimensional; Engineering
conference paper description
Results of a parametric study investigating the axisymmetric consolidation of a semi-infinite isotropic saturated clay subjected to a time-varying circular pressure at the ground surface are presented in this paper. Biot's governing consolidation equations for transversely isotropic clay is used here; the general solutions have been previously derived by applying the Laplace-Hankel transform technique. Use the numerical inverting procedure to study the consolidation behavior in the time domain for some conventional loading cases. Useful results obtained from this paper can be used into practice directly. © 2008 IEEE.