^ tVIPH.R {_ZbPPh;M" 我在这受益不小,我就来作个小贡献,把土模型来个小小总结( 只能凭记忆,可能会有错误).我用英文(敲英文更快点).
o_ r{cnu ,/[1hhP@ 1 Elastic model (advantage: simple, limitation: path-independent,reversible)
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s%'\} X"%eRW&qu/ it can be divided into: linear elastic,cauthy elastic,hyperelastic and hypoelastic;
A[f`xE it can also be divided into: isotropic, anisotropic;
nyOvB#f it can also be divided into total formulation, incremental formulation
,.&D{$1W i(xL-&{ 2(R{3E4. 2 plastic model (advantage and limitation are very diverse, more accurate than elastic model)
_V` QvnT} it can be divided into perfect-plasticity(more for limit analysis) and hardening plasticity
eYPIZ{S7h it (hardening type)can be divided into associate (based on Druck's postulate) or nonassociate depending on whether f=g
>Fc=F#tA9 it (hardening type)can be divided into isotropic hardening, kinematic and mixed hardening
fLV@~T| Htep3Ol3 I list some famous model below:
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Tresca, Mises,MC, DP,Lade and Duncan (1975) , Lade (1977) , cam-clay (the most famous elastic-plastic cap model), Bounding surface, hypo-plasticity, Shen zhujiang model, Yu Maohong Model, Qinghua Model (?), Hehai model? Tongji Model (?), Zheda model (?).
8_3WCbe/ |xpOU*k I am not sure about those (?), but I do know there is MIT model (clay and sand).