چکیده مقاله
This paper presents the results of a series of numerical analysis which carried out on piles in cohesive soils in this study f finite element program which was developed at internation university of imam khomeini Qazvin iran is used this 3D finite element program 3DFEM4 1 uses mohr coulomb yield criterion as failure mechanism the objective of this study is to suggest a series of graphs to simplify the procedure of pile design in cohesive soils under lateral loading broms proposed graphs to obtain ultimate lateral bearing capacity of such piles
کلیدواژهها
نویسندگان
Amir Farrokhi
Malayer University, Hamedan, Iran
Behrouz Khadem
Imam Khomeini University, Qazvin, Iran
شیوه ارجاع
Farrokhi, Amir and Khadem, Behrouz,1391,Lateral Bearing Capacity of Piles in Cohesive Soils Based on Mohr-Coulomb Yield Criterion,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
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