Abstract
Two- and three-dimensional finite element analyses are used to investigate the combined loading of strip and circular footings on homogeneous and non-homogeneous clay. Results are provided according to the shape of the undrained failure envelope in vertical, moment and horizontal loading space.
| Original language | English |
|---|---|
| Pages (from-to) | 73-77 |
| Journal | Australian Geomechanics |
| Volume | 38 |
| Issue number | 1 |
| Publication status | Published - 2003 |