Loading capacity behavior of circular footing using numerical modeling and experimental approach
Publish place: The First Iranian Conference on Geotechnical Engineering
Publish Year: 1392
نوع سند: مقاله کنفرانسی
زبان: English
View: 928
This Paper With 6 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
GEOTEC01_661
تاریخ نمایه سازی: 9 بهمن 1392
Abstract:
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.
Keywords:
Authors
Adel Asakereh
Civil Engineering Department Hormozgan University of technology, Bandar Abbas, Iran
Hossien Khademi
Civil Engineering Department Hormozgan University of technology, Bandar Abbas, Iran