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Bearing Capacity of Spread Footings Based on Mohr-Coulomb Yield Criterion

عنوان مقاله: Bearing Capacity of Spread Footings Based on Mohr-Coulomb Yield Criterion
شناسه ملی مقاله: ICCE09_504
منتشر شده در نهمین کنگره بین الملی مهندسی عمران در سال 1391
مشخصات نویسندگان مقاله:

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

خلاصه مقاله:
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.

کلمات کلیدی:
bearing capacity , mohr-coulomb,spread fooing , numerical analysis

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/165572/