A Computer Program for Consolidation and Dynamic Response Analysis of Fluid-Saturated Media.
Abstract
A computer program was developed for evaluation of finite element models for soil consolidation and study of dynamic response of fluid-saturated soils. One-and two-dimensional consolidation problems were analyzed using different finite elements. Transient response of saturated porous elastic media for dynamic as well as quasi-static problems was studied. Results were compared with the numerical and analytical solutions available. Keywords include: Computer simulation, Consolidation, Dynamic response, Finite element method flow through porous media seepage seismic response.
Document Details
- Document Type
- Technical Report
- Publication Date
- Jun 01, 1983
- Accession Number
- ADA151922
Entities
People
- B. L. Aboustit
- M. S. Hireath
- R. S. Sandhu
- S. J. Hong
Organizations
- Ohio State University