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Loading capacity behavior of circular footing using numerical modeling and experimental approach

عنوان مقاله: Loading capacity behavior of circular footing using numerical modeling and experimental approach
شناسه ملی مقاله: GEOTEC01_661
منتشر شده در اولین کنفرانس ملی مهندسی ژئوتکنیک در سال 1392
مشخصات نویسندگان مقاله:

Adel Asakereh - Civil Engineering Department Hormozgan University of technology, Bandar Abbas, Iran
Hossien Khademi - Civil Engineering Department Hormozgan University of technology, Bandar Abbas, Iran

خلاصه مقاله:
In this study we investigated a circular foundation with experimental method and drawn its loadsettlementcurve. Then we numerically have modeled it using Plaxis software. After calibrationobtained curve from numerical calculation with the laboratory test's curve, we had investigated theeffect of geo-grid, retaining wall, water in foundation and changes in E, Ψ,C by load-settlement curve.

کلمات کلیدی:
load capacity, settlement, geo-grid, retaining wall

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/229070/