deep Name | Type of alluvial | depth critical excavation(m) |

In terms of Map | In terms of table | The burden of neighboring states | The case of the 5-storey building at a distance of 3 meters from the Deep |

Limit equilibrium | Numerical Equilibrium | Limit equilibrium | Enkeraj properties with 1.5 confidence |

Khodami | A | A | 10 | 6 | 10 | Length 15 m, dip 20˚, the tensile strength of 65 kN, distance of 1 m |

Gandi | A | A | 15 | 8 | 13 | Length 15 m, dip 20˚, the tensile strength of 60 kN, a distance of 1 m |

Velenjak | B | - | 4 | 3 | 3 | Length 15 m, dip 15˚, the tensile strength of 80 kN, a distance of 9.0 m |

Lavizan | B | - | 1.5 | 2 | 1.5 | Length 16 m, dip 15˚, the tensile strength of 80 kN, a distance of 9.0 m. |

Golabdareh | C | C | 3 | 3.5 | 3 | Length 16 m, dip 15˚, the tensile strength of 80 kN, a distance of 8.0 m. |

Elahieh | C | C | 3.5 | 3.5 | 3 | Length 16 m, dip 15˚, the tensile strength of 80 kN, a distance of 8.0 m. |

(Niavaran Faulting) | C | C | 6 | 5 | 6 | Length 16 m, dip 15˚, the tensile strength of 80 kN, a distance of 1 m |

Amirkabir | C | C | 2 | 2.5 | 2 | Length 16 m, dip 15˚, the tensile strength of 80 kN, a distance of 9.0 m. |

Yasalghadir | C | C | 1.5 | 2 | 1 | Length 16 m, dip 15˚, the tensile strength of 85 kN, a distance of 8.0 m. |