CIVILICA We Respect the Science
(ناشر تخصصی کنفرانسهای کشور / شماره مجوز انتشارات از وزارت فرهنگ و ارشاد اسلامی: ۸۹۷۱)

گواهی نمایه سازی مقاله Shallow Circular Foundations on Saturated Clay

عنوان مقاله: Shallow Circular Foundations on Saturated Clay
شناسه (COI) مقاله: ICCE06_462_9585946192
منتشر شده در ششمین کنفرانس بین المللی مهندسی عمران در سال ۱۳۸۲
مشخصات نویسندگان مقاله:

H. A. Taiebat - Department of Civil Engineering, The University of Sydney, NSW, 2006, Australia
J. P. Carter - Department of Civil Engineering, The University of Sydney, NSW, 2006, Australia.

خلاصه مقاله:
The results of numerical studies of the problem of bearing capacity of shallow circular foundations under combinations of vertical load, horizontal load and moment are presented in this paper. These studies include the performance of the foundations under large overturning moments and large horizontal loads. Two extreme conditions were assumed for the contact between the soil and the foundation; an interface with full adhesion and an interface that is unable to sustain tension and therefore allows for breakaway under large overturning moments. The results of the numerical analyses are presented in the form of failure loci in the vertical, horizontal and moment loading space. Comparisons are made between the results of the current study and the conventional equations commonly used in bearing capacity calculation

کلمات کلیدی:
Bearing capacity, circular foundation, numerical modelling, failure surface

صفحه اختصاصی مقاله و دریافت فایل کامل: https://www.civilica.com/Paper-ICCE06-ICCE06_462_9585946192.html