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Numerical Analysis of Shallow Foundations Bearing Capacity according to Czech Standard ČSN 73 1001 (Subsoil under shallow foundations)

Publication Date
  • Eurocode 7-1 Design
  • Substitutive Material Values
  • Shallow Foundation
  • Bearing Capacity
  • Table Design Values
  • Design


The theoretical base of the EC7-1 Limit State Design is very dissimilar, more conservative, than the one of the Czech basic standard ČSN 73 0031 (Structural reliability - Basic requirements for design) which is proved by the long-term successful practice. Due to it an analysis of shallow foundations (and others geotechnical tasks) has appeared necessary. The numerical analysis results have been carried out according to the previous solution of the similarity function and are presented in the Paper.

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