Special Finite Elements for Analysis of Soil Consolidation.
Abstract
Use of singularity elements to model pore-pressures in the vicinity of free-draining loaded surfaces, immediately after application of loads at these surfaces is discussed. One-dimensional consolidation is considered. Comparison of numerical results with the exact solution shows that use of specially designed elements approaching singularity may succeed in reducing the error in pore-pressures. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Aug 01, 1983
- Accession Number
- ADA143362
Entities
People
- H. I. The
- R. S. Sandhu
- S. C. Lee
Organizations
- Ohio State University