numerical study of semi-deep spread foundation behaviour subjected to axial loading and non-uniform surcharge distribution in two layeed soil

numerical study of semi-deep spread foundation behaviour subjected to axial loading and non-uniform surcharge distribution in two layeed soil


numerical study of semi-deep spread foundation behaviour subjected to axial loading and non-uniform surcharge distribution in two layeed soil

نوع: Type: thesis

مقطع: Segment: masters

عنوان: Title: numerical study of semi-deep spread foundation behaviour subjected to axial loading and non-uniform surcharge distribution in two layeed soil

ارائه دهنده: Provider: Mohammad Ali Maleki

اساتید راهنما: Supervisors: Mohammad Maleki

اساتید مشاور: Advisory Professors: Abbas Qadimi

اساتید ممتحن یا داور: Examining professors or referees: Masoud Makkarchian and Meisam Zarrinfar

زمان و تاریخ ارائه: Time and date of presentation: 2022

مکان ارائه: Place of presentation:

چکیده: Abstract: Bearing capacity of semi-deep foundation and interaction of semi-deep foundation-grid foundation-structure with soil