چکیده مقاله
Constitutive plasticity models of granular soils which the effects of soil state has been taken into account in their formulation have shown very impressive capabilities in simulation of soil behavior over wide ranges of soil densities and overall stresses using only one set of material based model parameters Herein, behavior of inclination angle of shear band using a state dependent plasticity model is studied It is shown that typical simulations of behavior predicted by the model are in well agreement with the results of experimental studies of real soils
کلیدواژهها
نویسندگان
A.Lashkari
ph D candidate
شیوه ارجاع
A.Lashkari, ,1385,Predicting Shear Band Inclination Angle ion Frictional Soils by a State Dependent Plasticity Model Under Drained Condition,7th International Congress on Civil Engineering,Tehran
ارائهشده در
مجموعه مقالات هفتمین کنگره بین المللی مهندسی عمران17 اردیبهشت 1385 · تهران