Features

• Analyses are based on a large number of theories (EC 7, PN, IS, Brinch-Hansen, Meyerhof, Vesic, DIN 4017, CTE-DB SE-C)

• Various theories of settlement analysis (Janbu, NEN-Buismann, Soft soil, using index and coefficient
  of compression, secondary settlement according to Ladd)

• Verification analysis can be performed employing EN 1997-1, LRFD or classical approach (limit states, factor of safety)

• EN 1997 – option to choose partial factors based on National Annexes

• EN 1997 – option to choose all design approaches, consider design situations

• Design of reinforced concrete according to EN 1992 (EC 2), BS, PN, IS, ACI, GP, SNiP, CSN

• Shapes of foundation - centric, eccentric, strip footing, circular, stepped centric, stepped eccentric, stepped circular, spread footing with haunch

• Automatic design of dimensions of spread footing foundation

• Generally layered soil environment

• Built-in database of soil parameters

• Arbitrary number of load cases

• Modelling of water

• Modelling of sand-gravel cushion (SG bed)

• Modelling of parameters between soil and footing bottom (friction coefficient, friction base-soil)

• Analysis of foundations on drained, undrained or rock subsoil

• Inclined shape of grouted slope

• Inclined footing bottom

• Verification of load eccentricity for bearing capacity and settlement

• General shape of stress diagram under the footing due to combined bending and tension/compression

• Verification of spread footing in tension (standard, cone method, DL/T 5219-2005, BS EN 50341) 

• Settlement analysis exploiting the oedometric modulus specified by the oedometric loading curve