01028nam0-22002891i-450-99000013381040332120060320140043.0000013381FED01000013381(Aleph)000013381FED0100001338120020821g19571961km-y0itay50------baitay-------001yy<<Le >>dighe di ritenuta degli impianti idroelettrici italiania cura della Commissione ANIDEL per lo studio dei problemi inerenti alle digheRomaANIDEL1951-19617 v.30 cmDighe di ritenutaItalia627.8Associazione nazionale imprese produttrici e distributrici di energia elettrica :Commissione per lo studio dei problemi inerenti alle digheITUNINARICAUNIMARCBK99000013381040332113 M 67 01-0727157-27163FINBCFINBCDighe di ritenuta degli impianti idroelettrici italiani114003UNINA01932nam 2200421 450 991079378050332120230607103319.03-8325-8905-8(CKB)4100000008779898(MiAaPQ)EBC58372915e469732-5dac-4f05-bb66-4e00b0dd2d03(EXLCZ)99410000000877989820190819d2019 uy 0engurcnu||||||||txtrdacontentcrdamediacrrdacarrierApplications and developments of Barodesy /Fabian SchranzBerlin :Logos Verlag Berlin GmbH,[2019]©20191 online resource (220 pages)Advances in geotechnical engineering and tunnelling ;24PublicationDate: 201804013-8325-4883-1 Long description: Barodesy is a constitutive model for granular materials such as sand and clay. It is based on the asymptotic behaviour of granular media at a constant deformation rate. In this work the existing sand version of Barodesy is improved. For this purpose, the underlying scalar equations are simplified using different concepts from soil mechanics. The improved version is also compared with laboratory tests and different elastoplastic and hypoplastic constitutive relations. Also the stability of slopes and advanced stress paths such as the rotation of the princple stresses are investigated with these models.Advances in geotechnical engineering and tunnelling ;24.Soil mechanicsMathematical modelsSoil mechanicsMathematical models.624.15136Schranz Fabian1512156MiAaPQMiAaPQMiAaPQBOOK9910793780503321Applications and developments of Barodesy3745918UNINA