DIN 4018 Beiblatt 1:1981-05

1 Scope
2 Purpose
3 Term
4 Data
      4.1 General information
      4.2 Indication and representation of the subsoil
      4.3 Parameters of the subsoil
      4.4 Decisive calculation values
5 Rigidity of the structure
6 Calculating procedures
      6.1 General
      6.2 Existing bearing pressure distributions
             6.2.1 Linearly limited bearing pressures
             6.2.2 Bearing pressure distribution
                      according to Boussinesq
                      6.2.2.1 General
                      6.2.2.2 Biaxially stiffened
                                 structures
                      6.2.2.3 Uniaxially stiffened
                                 structures
             6.2.3 Distribution corresponding to loads
      6.3 Bearing pressure distribution dependent on
             deformation
             6.3.1 Bedding module method (spring model)
             6.3.2 Consistency module method (halfspace
                      model)
             6.3.3 Combined method (halfspace and spring
                      model)

Deals with the principles and calculating procedures for the determination of the bearing pressure distribution under spread foundations on cohesive and non-cohesive soils in the case of dwellings and commercial buildings, industrial buildings, warehouses, tanks, etc., subjected to predominantly perpendicular loads.