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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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 |
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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 |
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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. |
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Article |
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Niroumand, Hamed Kassim, Khairul Anuar Nazir, Ramli Faizi, Koohyar |
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Niroumand, Hamed Kassim, Khairul Anuar Nazir, Ramli Faizi, Koohyar |
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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 |
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2012 |
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http://eprints.utm.my/id/eprint/46955/ |
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13.18916 |