Software for the computation of limit load in loose soils or rock, according
Terzaghi, Meyerhof, Hansen, Vesic, Brinch-Hansen, Richards et. Al, the
computation of bearing capacity factors (according to the instructions for the
geotechnical design in seismic areas - Italian Association of Geotechnical
Engineering). Settlements: Elastic (Timoshenko and Goodier), Oedometric,
Schmertmann, Burland & Burbidge, liquefaction usig the method
of Seed and Idris (1971).
The settlements can be calculated at any point either inside or outside the
Limit load in seismic conditions: SHIKHIEV & JAKOVLEV, RICHARDS, NTC 2008
Diagrams: Limit load as a function of the foundation base, of the depth of the bearing surface,
of the acting loads.
Unlimited number of layers.
Display of pressure bulbs and failure wedges.
Supported computation standards:
British Codes BS8004
Norme tecniche costruzioni (NTC 2008)
NTC - Circolare 2 Febbraio 2009, n. 617, C.S.L.LPP.
Computation of settlements with threedimensional interference of the load
areas. Load area of circular or rectangular shape. Computation of differential
settlements. Section line graphic. Settlements diagramm. Settlements isobars.
Load area import from DXF files.
Analysis and computation of road and railway enbankments.