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Uplift capacity of anchor plates in two-layered cohesive-frictional soils

Based on a large number of laboratory model results many investigators reported the uplift loading of anchor plates embedded in homogeneous soils, a review of related last works shows that not much research has been done to define the ultimate uplift capacity in a two-layered cohesive-frictional soi...

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Main Authors: Kassim, Khairul Anuar, Nazir, Ramli, Niroumand, Hamed
Format: Article
Published: Science Alert 2011
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/29910/
http://dx.doi.org/10.3923/jas.2011.589.591
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spelling my.utm.299102022-01-31T08:41:43Z http://eprints.utm.my/id/eprint/29910/ Uplift capacity of anchor plates in two-layered cohesive-frictional soils Kassim, Khairul Anuar Nazir, Ramli Niroumand, Hamed TA Engineering (General). Civil engineering (General) Based on a large number of laboratory model results many investigators reported the uplift loading of anchor plates embedded in homogeneous soils, a review of related last works shows that not much research has been done to define the ultimate uplift capacity in a two-layered cohesive-frictional soil, a problem that is often encountered in field. This study investigated experimentally the behavior of anchor plates buried and developed analytical expressions to estimate the uplift capacity of strip and circular anchor plates in layered soils. The study suggested an expression to determine the uplift loading of irregular shape anchor plates in layered cohesive soil. This research has developed experimentally expressions to estimate the uplift capacity of irregular shape anchor plates in layered cohesive-frictional soils. The study observed that the ultimate uplift capacity is dependent on the relative strength of the two layers, the depth ratio of embedment and the upper layer thickness ratio. Science Alert 2011 Article PeerReviewed Kassim, Khairul Anuar and Nazir, Ramli and Niroumand, Hamed (2011) Uplift capacity of anchor plates in two-layered cohesive-frictional soils. Journal of Applied Sciences, 11 (3). pp. 589-591. ISSN 1812-5654 http://dx.doi.org/10.3923/jas.2011.589.591 10.3923/jas.2011.589.591
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)
Kassim, Khairul Anuar
Nazir, Ramli
Niroumand, Hamed
Uplift capacity of anchor plates in two-layered cohesive-frictional soils
description Based on a large number of laboratory model results many investigators reported the uplift loading of anchor plates embedded in homogeneous soils, a review of related last works shows that not much research has been done to define the ultimate uplift capacity in a two-layered cohesive-frictional soil, a problem that is often encountered in field. This study investigated experimentally the behavior of anchor plates buried and developed analytical expressions to estimate the uplift capacity of strip and circular anchor plates in layered soils. The study suggested an expression to determine the uplift loading of irregular shape anchor plates in layered cohesive soil. This research has developed experimentally expressions to estimate the uplift capacity of irregular shape anchor plates in layered cohesive-frictional soils. The study observed that the ultimate uplift capacity is dependent on the relative strength of the two layers, the depth ratio of embedment and the upper layer thickness ratio.
format Article
author Kassim, Khairul Anuar
Nazir, Ramli
Niroumand, Hamed
author_facet Kassim, Khairul Anuar
Nazir, Ramli
Niroumand, Hamed
author_sort Kassim, Khairul Anuar
title Uplift capacity of anchor plates in two-layered cohesive-frictional soils
title_short Uplift capacity of anchor plates in two-layered cohesive-frictional soils
title_full Uplift capacity of anchor plates in two-layered cohesive-frictional soils
title_fullStr Uplift capacity of anchor plates in two-layered cohesive-frictional soils
title_full_unstemmed Uplift capacity of anchor plates in two-layered cohesive-frictional soils
title_sort uplift capacity of anchor plates in two-layered cohesive-frictional soils
publisher Science Alert
publishDate 2011
url http://eprints.utm.my/id/eprint/29910/
http://dx.doi.org/10.3923/jas.2011.589.591
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score 13.211869

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