Kajian semula analisis cerucuk pendek dalam pasir terhadap beban mendatar dengan kaedah unsur terhingga

The main aim of the research is to obtain a comparison for the short pile embedded in sand subjected to lateral load. The data from previous experiment which conducted by Chosun (1999) are used in comparing with Prokon Software. Prokon software is used for comparison analysis subjected to these expe...

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Main Author: Ali, Nazri
Format: Thesis
Published: 2002
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id my-utm-ep.42958
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spelling my-utm-ep.429582020-10-18T08:08:55Z Kajian semula analisis cerucuk pendek dalam pasir terhadap beban mendatar dengan kaedah unsur terhingga 2002 Ali, Nazri TA Engineering (General). Civil engineering (General) The main aim of the research is to obtain a comparison for the short pile embedded in sand subjected to lateral load. The data from previous experiment which conducted by Chosun (1999) are used in comparing with Prokon Software. Prokon software is used for comparison analysis subjected to these experimental results. Model pile of diameter 0.5m with an embedment ratio, L/D between 1 to 7 and pulling height ratio, e/L ranging from 1 to 7 for each embedment ratio were employed. For embedment ratio, L/D equal to 1, the maximum moment at ground level from the Prokon’s software is bigger than the experimental moment. These differences may cause from the effect of pulling arm in the pile model which result the sand failed earlier. Increasing in embedment ratio will reduce the differences from both results due to the effect of pulling arm is reducing. A comparison study indicate that Prokon software can be used to analyse short pile embedded in sand subjected to lateral load and for sure, this method will reduces both time and cost. 2002 Thesis http://eprints.utm.my/id/eprint/42958/ http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:94379 masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
topic TA Engineering (General)
Civil engineering (General)
spellingShingle TA Engineering (General)
Civil engineering (General)
Ali, Nazri
Kajian semula analisis cerucuk pendek dalam pasir terhadap beban mendatar dengan kaedah unsur terhingga
description The main aim of the research is to obtain a comparison for the short pile embedded in sand subjected to lateral load. The data from previous experiment which conducted by Chosun (1999) are used in comparing with Prokon Software. Prokon software is used for comparison analysis subjected to these experimental results. Model pile of diameter 0.5m with an embedment ratio, L/D between 1 to 7 and pulling height ratio, e/L ranging from 1 to 7 for each embedment ratio were employed. For embedment ratio, L/D equal to 1, the maximum moment at ground level from the Prokon’s software is bigger than the experimental moment. These differences may cause from the effect of pulling arm in the pile model which result the sand failed earlier. Increasing in embedment ratio will reduce the differences from both results due to the effect of pulling arm is reducing. A comparison study indicate that Prokon software can be used to analyse short pile embedded in sand subjected to lateral load and for sure, this method will reduces both time and cost.
format Thesis
qualification_level Master's degree
author Ali, Nazri
author_facet Ali, Nazri
author_sort Ali, Nazri
title Kajian semula analisis cerucuk pendek dalam pasir terhadap beban mendatar dengan kaedah unsur terhingga
title_short Kajian semula analisis cerucuk pendek dalam pasir terhadap beban mendatar dengan kaedah unsur terhingga
title_full Kajian semula analisis cerucuk pendek dalam pasir terhadap beban mendatar dengan kaedah unsur terhingga
title_fullStr Kajian semula analisis cerucuk pendek dalam pasir terhadap beban mendatar dengan kaedah unsur terhingga
title_full_unstemmed Kajian semula analisis cerucuk pendek dalam pasir terhadap beban mendatar dengan kaedah unsur terhingga
title_sort kajian semula analisis cerucuk pendek dalam pasir terhadap beban mendatar dengan kaedah unsur terhingga
granting_institution Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department Faculty of Civil Engineering
publishDate 2002
_version_ 1747816896411992064