LEADER 01246nam--2200373---450- 001 990000316080203316 010 $a88-371-1164-9 035 $a0031608 035 $aUSA010031608 035 $a(ALEPH)000031608USA01 035 $a0031608 100 $a20001218d1999----km-y0itay0103----ba 101 $ait 102 $aITA 105 $a||||||||001yy 200 1 $aEquazioni differenziali$elineari del primo ordine di Bernoulli, variabili separabili, lineari a coefficienti costanti, di Eulero$fPaolo Negrini 210 $aBologna$cEd. Pitagora$dc1999 215 $a140 p.$cill.$d25 cm 225 2 $aGli esercizi di Pitagora$ecollana di esercitazioni di matematica$v35 410 $12001$aGli esercizi di Pitagora$ecollana di esercitazioni di matematica$v35 461 1$1001-------$12001 610 0 $aEquazioni differenziali 676 $a515.355 700 1$aNEGRINI,$bPaolo$0542478 801 0$aIT$bsalbc$gISBD 912 $a990000316080203316 951 $a515.355 NEG$bCBS 0025018$c515$d00100068 959 $aBK 969 $aSCI 979 $aPATTY$b90$c20001218$lUSA01$h1633 979 $c20020403$lUSA01$h1639 979 $aPATRY$b90$c20040406$lUSA01$h1622 996 $aEquazioni differenziali$9879318 997 $aUNISA LEADER 01932nam 2200421 450 001 9910828941903321 005 20230607103319.0 010 $a3-8325-8905-8 035 $a(CKB)4100000008779898 035 $a(MiAaPQ)EBC5837291 035 $a5e469732-5dac-4f05-bb66-4e00b0dd2d03 035 $a(EXLCZ)994100000008779898 100 $a20190819d2019 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aApplications and developments of Barodesy /$fFabian Schranz 210 1$aBerlin :$cLogos Verlag Berlin GmbH,$d[2019] 210 4$dİ2019 215 $a1 online resource (220 pages) 225 1 $aAdvances in geotechnical engineering and tunnelling ;$v24 300 $aPublicationDate: 20180401 311 $a3-8325-4883-1 330 $aLong description: Barodesy is a constitutive model for granular materials such as sand and clay. It is based on the asymptotic behaviour of granular media at a constant deformation rate. In this work the existing sand version of Barodesy is improved. For this purpose, the underlying scalar equations are simplified using different concepts from soil mechanics. The improved version is also compared with laboratory tests and different elastoplastic and hypoplastic constitutive relations. Also the stability of slopes and advanced stress paths such as the rotation of the princple stresses are investigated with these models. 410 0$aAdvances in geotechnical engineering and tunnelling ;$v24. 606 $aSoil mechanics$xMathematical models 615 0$aSoil mechanics$xMathematical models. 676 $a624.15136 700 $aSchranz$b Fabian$01706516 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910828941903321 996 $aApplications and developments of Barodesy$94093980 997 $aUNINA