دانلود Effect of Vertical Cross-Sectional Shape of Foundation on Settlement and Bearing Capacity of Soils

ترجمه فارسی Effect of Vertical Cross-Sectional Shape of Foundation on Settlement and Bearing Capacity of Soils
قیمت : 230,000 ریال
شناسه محصول : 2009004
نویسنده/ناشر/نام مجله : Procedia Engineering
سال انتشار: 2013
تعداد صفحات انگليسي : 6
نوع فایل های ضمیمه : pdf+word
حجم فایل : 475 Kb
کلمه عبور همه فایلها : www.daneshgahi.com
عنوان انگليسي : Effect of Vertical Cross-Sectional Shape of Foundation on Settlement and Bearing Capacity of Soils

چکیده

Abstract

Load-settlement relationships of shallow foundation models with different vertical cross-sectional shapes on different modeled subsoil conditions are presented. Model of shallow foundations with rectangular, wedge and T-shape vertical cross-sections were studied. The study generally shows that bulk of the load resistance of subsoil bases at the instance of shallow foundations with rectangular vertical cross-sectional shapes is mostly associated with the soil beneath the foundation base, while at the instances of those with wedge and T-shape vertical cross-sectional shape, both soil beneath the foundations’ bases and along their vertical stems, is actively involved in the resistance of structural loads.

Keywords: Bearing capacity Foundation model Foundation shape Settlement

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