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

Khademi, Hossien and Asakereh, Adel (2013) Loading capacity behavior of circular footing using numerical modeling and experimental approach. In: The 1st Iranian Conference on Geotechnical Engineering, October 2013, Ardabil, Iran.

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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

Item Type: Conference or Workshop Item (Poster)
Persian Title: Loading capacity behavior of circular footing using numerical modeling and experimental approach
Persian Abstract: -
Subjects: Divisions > Conferences > The 1st Iranian Conference on Geotechnical Engineering, October 2013
Conferences > The 1st Iranian Conference on Geotechnical Engineering, October 2013
Divisions: Conferences > The 1st Iranian Conference on Geotechnical Engineering, October 2013
Subjects > Conferences > The 1st Iranian Conference on Geotechnical Engineering, October 2013
Date Deposited: 12 Jun 2019 05:00
Last Modified: 12 Jun 2019 05:00
URI: http://repository.uma.ac.ir/id/eprint/6021

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