ŒfÚŽGŽi˜ajF “y–ØŠw‰ï˜_•¶W III ŠªF -Šª †F 382/III-7† •ÅF 217]225•Å ”NF 1987”N ŒŽF 6ŒŽ ’˜ŽÒi˜ajF •½ˆäO‹` ƒ^ƒCƒgƒ‹i˜ajF ŒJ•Ô‚µÚ‰×‚ðŽó‚¯‚黂̑Y«EˆÙ•ûd‰»ÓÃÞÙ ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF JOURNAL OF GEOTECHNICAL ENGINEERING ’˜ŽÒi‰pjF ƒ^ƒCƒgƒ‹i‰pjF An anisotropic hardening model for cyclic plasticity of sandD ´˜^i‰pjF
A model introduced in the present paper is capable of describing cyclic behaviour of sand reaonably well. The salient of the proposed model is that a nonassociative relationship between stress and strain is used with the anisotropic hardeing which undergoes a combination of isotropic and kinematic hardeing Generalized forms of Cambridge models are provided to represent yield function and plastic potential of sand. Translation rule of yield surface is specified by modifying Ziegler's kinematic hardening. The constitutive model is capable of accounting for expantion of yield surface with simultaneous translation. Several undrained cyclic tests for normally consolidated and over-consolidated sands are simulated by taking into account the membrane penetration. The effect ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@@˜_•¶W