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Uplift response of circular plates as symmetrical anchor plates in loose sand

Uplift response of symmetrical circular anchor plates has been evaluated in physical model tests and numerical simulation using Plaxis. The behavior of circular anchor plates during uplift test was studied by experimental data and finite element analyses in loose sand. Validation of the analysis mod...

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Main Authors: Niroumand, Hamed, Kassim, Khairul Anuar
Format: Article
Published: Techno-Press, Ltd. 2014
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/63174/
http://dx.doi.org/10.12989/gae.2014.6.4.321
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spelling my.utm.631742017-06-15T02:22:27Z http://eprints.utm.my/id/eprint/63174/ Uplift response of circular plates as symmetrical anchor plates in loose sand Niroumand, Hamed Kassim, Khairul Anuar TA Engineering (General). Civil engineering (General) Uplift response of symmetrical circular anchor plates has been evaluated in physical model tests and numerical simulation using Plaxis. The behavior of circular anchor plates during uplift test was studied by experimental data and finite element analyses in loose sand. Validation of the analysis model was also carried out with 50 mm, 75 mm and 100 mm diameter of circular plates in loose sand. Agreement between the uplift responses from the physical model tests and finite element modeling using PLAXIS 2D, based on 100 mm computed maximum displacements was excellent for circular anchor plates. Numerical analysis using circular anchor plates was conducted based on hardening soil model (HSM). The research has showed that the finite element results gives higher than the experimental findings in the loose sand. Techno-Press, Ltd. 2014 Article PeerReviewed Niroumand, Hamed and Kassim, Khairul Anuar (2014) Uplift response of circular plates as symmetrical anchor plates in loose sand. Geomechanics and Engineering, 6 (4). pp. 321-340. ISSN 2005-307X http://dx.doi.org/10.12989/gae.2014.6.4.321 DOI :10.12989/gae.2014.6.4.321
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Niroumand, Hamed
Kassim, Khairul Anuar
Uplift response of circular plates as symmetrical anchor plates in loose sand
description Uplift response of symmetrical circular anchor plates has been evaluated in physical model tests and numerical simulation using Plaxis. The behavior of circular anchor plates during uplift test was studied by experimental data and finite element analyses in loose sand. Validation of the analysis model was also carried out with 50 mm, 75 mm and 100 mm diameter of circular plates in loose sand. Agreement between the uplift responses from the physical model tests and finite element modeling using PLAXIS 2D, based on 100 mm computed maximum displacements was excellent for circular anchor plates. Numerical analysis using circular anchor plates was conducted based on hardening soil model (HSM). The research has showed that the finite element results gives higher than the experimental findings in the loose sand.
format Article
author Niroumand, Hamed
Kassim, Khairul Anuar
author_facet Niroumand, Hamed
Kassim, Khairul Anuar
author_sort Niroumand, Hamed
title Uplift response of circular plates as symmetrical anchor plates in loose sand
title_short Uplift response of circular plates as symmetrical anchor plates in loose sand
title_full Uplift response of circular plates as symmetrical anchor plates in loose sand
title_fullStr Uplift response of circular plates as symmetrical anchor plates in loose sand
title_full_unstemmed Uplift response of circular plates as symmetrical anchor plates in loose sand
title_sort uplift response of circular plates as symmetrical anchor plates in loose sand
publisher Techno-Press, Ltd.
publishDate 2014
url http://eprints.utm.my/id/eprint/63174/
http://dx.doi.org/10.12989/gae.2014.6.4.321
_version_ 1643655641088131072
score 13.211869

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