کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
307008 513334 2015 12 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Elastic settlement of ring foundations
ترجمه فارسی عنوان
حل و فصل الاستیک از پایه حلقه
کلمات کلیدی
پایه حلقه، عوامل موثر بر جابجایی، مدل سازی عددی، حل و فصل الاستیک
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی

In this paper, numerical computations using the finite difference method are carried out in order to investigate the settlement of ring foundations resting over an elastic half space. The main goal of the present work is to introduce a closed form solution for calculating elastic settlement of ring foundations. The settlement calculation of a ring footing is achievable by definition of displacement influence factors, which is commonly used in the domain of elasticity theory. The influence factors obtained in this study address the ring geometry, footing stiffness, footing embedment, and the soil non-homogeneity by which it is assumed that the soil elastic modulus increases linearly with depth. Computational results are presented in the form of graphs and correspondent mathematical expressions are proposed for the influence factors, for use in practical applications in the analysis and design of ring footings. The results are also compared with the published numerical and analytical data for the influence factors of circular footings as a benchmark verification.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Soils and Foundations - Volume 55, Issue 2, April 2015, Pages 284–295
نویسندگان
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