| The name of the hole | Alluvial Type | Critical excavation depth in meters | ||||
| In terms of map | In terms of the table | Mode of neighboring load | Existence of a 5-storey building load at a distance of 3 meters from the edge of the hole | |||
| Partial Equilibrium | Numerical equilibrium | Partial Equilibrium | Encouraging characteristics with a confidence coefficient of 1.5 | |||
| Niavaran (fault) | C | C | 6 | 5 | 6 | Length 16 m, slope 15˚, tensile strength 80 kN, distance 1 m |
| Amir Kabir | C | C | 2 | 2/5 | 2 | Length 16 m, slope 15˚, tensile strength 80 kN, distance 0.9 m |