Assessment of disturbance impact of hydraulic jack in pile penetration using artificial transparent clay

Different types of pile foundation are widely used in geotechnical engineering with different methods of installation. Thus, ground vibration due to impact of driving of the preformed pile in a soft compressible soil causes the lateral displacement of soil and foundations of nearby structures. The p...

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Main Author:	Lwti, Nabeel Katfan
Format:	Thesis
Language:	English
Published:	2015
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/53806/1/NabeelKatfanLwtiMFKA2015.pdf
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id	my-utm-ep.53806
record_format	uketd_dc
spelling	my-utm-ep.538062020-09-06T03:50:43Z Assessment of disturbance impact of hydraulic jack in pile penetration using artificial transparent clay 2015-06 Lwti, Nabeel Katfan TA Engineering (General). Civil engineering (General) Different types of pile foundation are widely used in geotechnical engineering with different methods of installation. Thus, ground vibration due to impact of driving of the preformed pile in a soft compressible soil causes the lateral displacement of soil and foundations of nearby structures. The pile jacking method offers an alternative technique of pile installation, which allows pre-formed piles to be installed with minimal noise and vibration. This study used small-scale physical modeling method to investigate the movement during pile installation into the soil. The model was prepared by using a mixture of amorphous silica and mineral oil which, was subsequently consolidated in a transparent chamber. The pile model was driven vertically at the center of the model at a different vertical speed. The patterns of displacement distribution were obtained using particle image velocimetry technique. This result can be used to assess the disturbance Impact due to pile installation on underground services and archaeological remains underneath the ground surface. 2015-06 Thesis http://eprints.utm.my/id/eprint/53806/ http://eprints.utm.my/id/eprint/53806/1/NabeelKatfanLwtiMFKA2015.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:86540 masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Lwti, Nabeel Katfan Assessment of disturbance impact of hydraulic jack in pile penetration using artificial transparent clay
description	Different types of pile foundation are widely used in geotechnical engineering with different methods of installation. Thus, ground vibration due to impact of driving of the preformed pile in a soft compressible soil causes the lateral displacement of soil and foundations of nearby structures. The pile jacking method offers an alternative technique of pile installation, which allows pre-formed piles to be installed with minimal noise and vibration. This study used small-scale physical modeling method to investigate the movement during pile installation into the soil. The model was prepared by using a mixture of amorphous silica and mineral oil which, was subsequently consolidated in a transparent chamber. The pile model was driven vertically at the center of the model at a different vertical speed. The patterns of displacement distribution were obtained using particle image velocimetry technique. This result can be used to assess the disturbance Impact due to pile installation on underground services and archaeological remains underneath the ground surface.
format	Thesis
qualification_level	Master's degree
author	Lwti, Nabeel Katfan
author_facet	Lwti, Nabeel Katfan
author_sort	Lwti, Nabeel Katfan
title	Assessment of disturbance impact of hydraulic jack in pile penetration using artificial transparent clay
title_short	Assessment of disturbance impact of hydraulic jack in pile penetration using artificial transparent clay
title_full	Assessment of disturbance impact of hydraulic jack in pile penetration using artificial transparent clay
title_fullStr	Assessment of disturbance impact of hydraulic jack in pile penetration using artificial transparent clay
title_full_unstemmed	Assessment of disturbance impact of hydraulic jack in pile penetration using artificial transparent clay
title_sort	assessment of disturbance impact of hydraulic jack in pile penetration using artificial transparent clay
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2015
url	http://eprints.utm.my/id/eprint/53806/1/NabeelKatfanLwtiMFKA2015.pdf
_version_	1747817631439650816

Assessment of disturbance impact of hydraulic jack in pile penetration using artificial transparent clay

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