This standard applies to the calculation of design bearing capacity of soil beneath shallow foundations based on strata profiles and characteristics soil values according to DIN 4020. It deals with bases for calculation and calculation procedures which are used to determine the design bearing capacity in the surface of shallow foundations. The calculation procedures are based on the assumption that the shear parameters of every stratum to be considered are approximately unidirectional.
DIN 4017:2006 Referenced Document
DIN 1054 Subsoil - Verification of the safety of earthworks and foundations - Supplementary rules to DIN EN 1997-1 / Note: Applies in conjunction with DIN EN 1997-1 (2014-03), DIN EN 1997-1/NA (2010-12).*, 2021-04-01 Update
DIN 4019 Soil - Analysis of settlement*, 2015-05-01 Update
DIN 4020 Geotechnical investigations for civil engineering purposes - Supplementary rules to DIN EN 1997-2 / Note: Applies in conjunction with DIN EN 1997-2 (2010-10), DIN EN 1997-2/NA (2010-12).*, 2010-12-01 Update