Simple method for determining bearing capacity following the berry on soil surface in the vicinity of steep
عنوان مقاله: Simple method for determining bearing capacity following the berry on soil surface in the vicinity of steep
شناسه ملی مقاله: NCEC01_073
منتشر شده در همایش ملی یافته های نوین در مهندسی عمران در سال 1389
شناسه ملی مقاله: NCEC01_073
منتشر شده در همایش ملی یافته های نوین در مهندسی عمران در سال 1389
مشخصات نویسندگان مقاله:
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
خلاصه مقاله:
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
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.
کلمات کلیدی: Bearing capacity of foundation, impact of slope surface adjacent to the foundation on bearing capacity
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/110796/