Bearing Capacity of Spread Footings Based on Mohr-Coulomb Yield Criterion
Publish place: 9th International Congress on Civil Engineering
Publish Year: 1391
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICCE09_504
تاریخ نمایه سازی: 7 مهر 1391
Abstract:
bearing capacity is the ability ofsoil to carry the pressure placed on the soil from any enginnered structure . This paper presents the results of a series of numerical analysis carried out on spread footing in this study we use numerical approach to obtain bearing capacity of spread footing based on mohr-coulomb yield criterion , the objective of this study is to suggest bearing capacity factors to simplify the procedure of determining bearing capacity of spread footing . numerical analyses carried out on different soils and a list of bearing capacity factors obtained.
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Authors
Behrouz Khadem
Imam Khomeini University, Qazvin, Iran
Amir Farrokhi
Malayer University, Hamedan, Iran