Lateral Bearing Capacity of Piles in Cohesive Soils Based on Mohr-Coulomb Yield Criterion

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.

کلیدواژه ها:

lateral bearing capacity ، mohr-coulomb ، pile ، cohesive soil ، numerical analysis