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: ICCAU01_2931
منتشر شده در کنفرانس بین المللی عمران، معماری و توسعه پایدار شهری در سال 1392
شناسه ملی مقاله: ICCAU01_2931
منتشر شده در کنفرانس بین المللی عمران، معماری و توسعه پایدار شهری 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:
Adel Asakereh - Civil Engineering Department Hormozgan University of technology, Bandar Abbas, Iran
Hossien Khademi - Civil Engineering Department Hormozgan University of technology, Bandar Abbas, Iran
In this study we investigated a circular foundation with experimental method and drawn its load-settlement curve. Then we numerically have modeled it using Plaxis software. After calibration obtained curve from numerical calculation with the laboratory test's curve, we had investigated the effect of geo-grid, retaining wall, water in foundation and changes in by load-settlement curve.
کلمات کلیدی: load capacity, settlement, geo-grid, retaining wall
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/274691/