سال انتشار: ۱۳۸۹

محل انتشار: همایش ملی یافته های نوین در مهندسی عمران

تعداد صفحات: ۵

نویسنده(ها):

Mahmoud Ghazavi – Associate Professor, Khajeh Nasir al-Din Toosi University of Technology, Tehran
Bahram Nadi – Faculty Member of Islamic Azad University, Najaf Abad, Isfahan
Tavassoli: – Student of Islamic Tehran Azad University of Science and Research, Tehran

چکیده:

This paper determines the bearing capacity of foundation adjacent to slope surface with different land slope using limit equilibrium. The impact of slope surface adjacent to foundation as a reducing factor of bearing capacity has been studies in previous studies by Meyerhof, Hansen and in this paper a simple method has been presented in order to determine Bearing capacity.