FEM Analysis of Innovative Shallow Foundation System for Reactive Soils
Granular pile anchor foundations (GPAF) are a promising foundation system that can be used to mitigate the serious consequences of volumetric changes of reactive soils, both during expansion and shrinkage. This paper presents results from 3D finite element analyses, using PLAXIS software, undertaken...
| Main Authors: | Ismail, M., Shahin, Mohamed |
|---|---|
| Other Authors: | Md Zakaria Hossain |
| Format: | Conference Paper |
| Published: |
The GEOMATE Internatinal Society
2011
|
| Online Access: | http://hdl.handle.net/20.500.11937/6324 |
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