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Автор: Williams
Дата: 28 октября 2013
Просмотров: 1 520 |
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GeoStru LoadCap v2014.21.1.702
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.
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: Eurocode 7/8, British Codes BS8004, Norme tecniche costruzioni (NTC 2008), NTC - Circolare 2 Febbraio 2009, n. 617, C.S.L.LPP. |
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