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
Subjects:	TA Engineering (General) Civil engineering (General)
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id	my-utm-ep.42958
record_format	uketd_dc
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

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

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