| SETTINGS: | |
| Analysis method | Morgenstern-Price |
| PWP conditions from | Piezometric Line |
| Unit weight of water | 9.807 KN/m3 |
| SLIP SURFACE: | |
| Direction of movement | Left to right |
| Slip surface option | Entry and exit |
| Tension crack option | No tension crack |
| MATERIALS | |
| MATERIAL 1: SOFT CLAY | |
| Material model | Undrained (Phi = 0) |
| Unit weight | 18.5 KN/m3 |
| Cohesion | 15 Kpa |
| MTERIAL 2: SAND FILL | |
| Material model | Mohr-Coulomb |
| Unit weight | 19 KN/m3 |
| Cohesion | 0 Kpa |
| Phi | 30˚ |