چکیده مقاله
The conventional finite element based methods assume no slippage takes place at the soil pile interface This idealistic assumption is far away from what happens actually In this study, a new thin layer interface element is developed for modeling the localized shear at the soil pile interface and considering the influence of relative displacement at the interface on the axial capacity of piles Some data provide from Ahvaz city center geotechnical studies, are simulated and compared with the numerical results obtained by using this model The results show a good agreement and show that is can be successfully complicated situation
کلیدواژهها
نویسندگان
masoud Oulapour
Assistant Professor, ShahidChamran University of Ahwaz, civilEng Dep
Hadi Dashti
M Sc student of Geotechnical Eng , Shahidi Chamran University of ahwaz, civil Eng Dep
Essam Ghayyem
M Sc student of Geotechnical Eng , Shahidi Chamran University of ahwaz, civil Eng Dep
شیوه ارجاع
Oulapour, masoud and Dashti, Hadi and Ghayyem, Essam,1388,Analysis of axial capacity of piles by using a nonlinear elasto-plastic interface,8th International Congress on Civil Engineering,Shiraz
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