سال انتشار: ۱۳۹۱

محل انتشار: نهمین کنگره بین المللی مهندسی عمران

تعداد صفحات: ۷

نویسنده(ها):

Amir Farrokhi – Malayer University, Hamedan, Iran
Behrouz Khadem – Imam Khomeini University, Qazvin, Iran

چکیده:

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.