Experimental behavior of circular anchor plates under uplift test in cohesive soils

Experimental behavior of circular anchor plates under uplift test in cohesive soils

The research incorporates a survey of the relevant to the prediction of the circular anchor plates performance in the experimental study which includes the experimental works of quantifying uplift capacity and influence of embedment ratio during tests. This paper investigated experimentally the beha...

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Main Authors: Niroumand, Hamed, Kassim, Khairul Anuar, Nazir, Ramli, Faizi, Koohyar
Format: Article
Published: 2012
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/46955/
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Institution: Universiti Teknologi Malaysia
id my.utm.46955
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spelling my.utm.469552017-09-27T04:34:12Z http://eprints.utm.my/id/eprint/46955/ Experimental behavior of circular anchor plates under uplift test in cohesive soils Niroumand, Hamed Kassim, Khairul Anuar Nazir, Ramli Faizi, Koohyar TA Engineering (General). Civil engineering (General) The research incorporates a survey of the relevant to the prediction of the circular anchor plates performance in the experimental study which includes the experimental works of quantifying uplift capacity and influence of embedment ratio during tests. This paper investigated experimentally the behavior of anchor plates buried and developed analytical expressions to estimate the uplift capacity of circular anchor plates in cohesive soils. The paper observed that the ultimate uplift capacity is dependent on the relative strength of the cohesive soil layer, undrained or drained cohesion conditions and the depth ratio of embedment. 2012 Article PeerReviewed Niroumand, Hamed and Kassim, Khairul Anuar and Nazir, Ramli and Faizi, Koohyar (2012) Experimental behavior of circular anchor plates under uplift test in cohesive soils. Electronic Journal of Geotechnical Engineering, 17 HR . pp. 1-8. ISSN 1089-3032
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
Nazir, Ramli
Faizi, Koohyar
Experimental behavior of circular anchor plates under uplift test in cohesive soils
description The research incorporates a survey of the relevant to the prediction of the circular anchor plates performance in the experimental study which includes the experimental works of quantifying uplift capacity and influence of embedment ratio during tests. This paper investigated experimentally the behavior of anchor plates buried and developed analytical expressions to estimate the uplift capacity of circular anchor plates in cohesive soils. The paper observed that the ultimate uplift capacity is dependent on the relative strength of the cohesive soil layer, undrained or drained cohesion conditions and the depth ratio of embedment.
format Article
author Niroumand, Hamed
Kassim, Khairul Anuar
Nazir, Ramli
Faizi, Koohyar
author_facet Niroumand, Hamed
Kassim, Khairul Anuar
Nazir, Ramli
Faizi, Koohyar
author_sort Niroumand, Hamed
title Experimental behavior of circular anchor plates under uplift test in cohesive soils
title_short Experimental behavior of circular anchor plates under uplift test in cohesive soils
title_full Experimental behavior of circular anchor plates under uplift test in cohesive soils
title_fullStr Experimental behavior of circular anchor plates under uplift test in cohesive soils
title_full_unstemmed Experimental behavior of circular anchor plates under uplift test in cohesive soils
title_sort experimental behavior of circular anchor plates under uplift test in cohesive soils
publishDate 2012
url http://eprints.utm.my/id/eprint/46955/
_version_ 1643652191320276992

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