Geostru LoadCap 2012 15.0.559 1CD
LoadCap id design for the computation of limit load in loose soils or rock, according Terzaghi, Meyerhof, Hansen, Vesic, Brinch-Hansen, Richards etc. 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 foundation. Limit load in seismic conditions: SHIKHIEV & JAKOVLEV, RICHARDS, NTC 2008 Circolare applicativa.
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