Uplift response of symmetrical anchor plates in non-reinforced and reinforced sand using geogrid and grid fixed reinforced

Also available in printed version : TA772 H36 2013 raf

Bibliographic Details
Main Author: Hamed Niroumand
Other Authors: Khairul Anuar Kassim, supervisor
Format: Doctoral thesis
Published: Universiti Teknologi Malaysia 2025
Subjects:
Online Access:https://utmik.utm.my/handle/123456789/100039
Abstract Abstract here
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author Hamed Niroumand
author2 Khairul Anuar Kassim, supervisor
author_facet Khairul Anuar Kassim, supervisor
Hamed Niroumand
author_sort Hamed Niroumand
description Also available in printed version : TA772 H36 2013 raf
format Doctoral thesis
id utm-123456789-100039
institution Universiti Teknologi Malaysia
publishDate 2025
publisher Universiti Teknologi Malaysia
record_format dspace
record_pdf Abstract
spelling utm-123456789-1000392025-08-21T06:07:27Z Uplift response of symmetrical anchor plates in non-reinforced and reinforced sand using geogrid and grid fixed reinforced Hamed Niroumand Khairul Anuar Kassim, supervisor Anchorage (Structural engineering) Geogrids Also available in printed version : TA772 H36 2013 raf Anchors with symmetrical plates are typically fixed to the structure and embedded in the ground to effective depth so that they can resist uplift load. This research is focused to improve the existing symmetrical anchor plate system by introducing Geogrid and Grid Fixed Reinforced (GFR) as a new system for ground anchor. The symmetrical anchor plates consist of three different shapes that represent the square, circular and the rectangular. For each shape, three series of anchor system were tested. The first series was the symmetrical anchor plates with sand as backfill. The second series included the Geogrid that was placed in several layers in the backfill. The third series introduced the GFR to tie up the Geogrid thus providing extra reinforcement to the backfill. GFR is a new tied up system with innovative design, made from fiber reinforcement polymer (FRP) which anchor the Geogrid into the soil. A series of numerical analyses using PLAXIS as finite element method software was carried out and the results were compared with the findings from the experimental model tests. The failure mechanism and the associated rupture surface were observed and discussed. It was found that inclusion of one layer of Geogrid on the symmetrical anchor plate improved the uplift capacity by 20% as compared to the same symmetrical anchor plate embedded without reinforcement. However with the inclusion of GFR the uplift respond improved further to 30%. The single layer Geogrid was also more effective in enhancing the uplift capacity compared to the multilayer Geogrid reinforcement although the single layer GFR gives higher uplift capacity as compared to single layer Geogrid zulaihi UTM 352 p. Thesis (Ph.D (Kejuruteraan Awam)) - Universiti Teknologi Malaysia, 2013 2025-04-10T03:36:48Z 2025-04-10T03:36:48Z 2013 Doctoral thesis https://utmik.utm.my/handle/123456789/100039 valet-20160105-14590 vital:83088 Closed Access UTM Complete Unpublished application/pdf Universiti Teknologi Malaysia
spellingShingle Anchorage (Structural engineering)
Geogrids
Hamed Niroumand
Uplift response of symmetrical anchor plates in non-reinforced and reinforced sand using geogrid and grid fixed reinforced
thesis_level PhD
title Uplift response of symmetrical anchor plates in non-reinforced and reinforced sand using geogrid and grid fixed reinforced
title_full Uplift response of symmetrical anchor plates in non-reinforced and reinforced sand using geogrid and grid fixed reinforced
title_fullStr Uplift response of symmetrical anchor plates in non-reinforced and reinforced sand using geogrid and grid fixed reinforced
title_full_unstemmed Uplift response of symmetrical anchor plates in non-reinforced and reinforced sand using geogrid and grid fixed reinforced
title_short Uplift response of symmetrical anchor plates in non-reinforced and reinforced sand using geogrid and grid fixed reinforced
title_sort uplift response of symmetrical anchor plates in non reinforced and reinforced sand using geogrid and grid fixed reinforced
topic Anchorage (Structural engineering)
Geogrids
url https://utmik.utm.my/handle/123456789/100039
work_keys_str_mv AT hamedniroumand upliftresponseofsymmetricalanchorplatesinnonreinforcedandreinforcedsandusinggeogridandgridfixedreinforced