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Paper
title

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

Credit to Download: 1 | Page Numbers 8 | Abstract Views: 443
Year: 2013
COI code: ICCAU01_2931
Paper Language: English

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

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

Abstract:

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.

Keywords:

load capacity, settlement, geo-grid, retaining wall

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COI code: ICCAU01_2931

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Asakereh, Adel & Hossien Khademi, 2013, Loading capacity behavior of circular footing using numerical modeling and experimental approach, International conference on civil engineering, architecture and Urban Sustainable Development, تبريز, دانشگاه آزاد اسلامي واحد تبريز, https://www.civilica.com/Paper-ICCAU01-ICCAU01_2931.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Asakereh, Adel & Hossien Khademi, 2013)
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Type: state university
Paper No.: 2754
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