Correlation between unconfined compressive strength and standard penetation test on ground improvement using enhanced jet grouting in alluvium soil

Ground improvement using cement as a binder to improve the strength and stiffuess of the soft soil (e.g. peat, alluvium deposits and silty sand) to prevent any ground water ingress has been widely used in the current subsurface excavation works such as tunnelling, underpass, basement excavation and...

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Main Author:	Ngu, Terence Tai Loong
Format:	Thesis
Language:	English
Published:	2017
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/87155/7/TerenceNguTaiMFKA12017.pdf
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spelling	my-utm-ep.871552020-11-30T08:56:54Z Correlation between unconfined compressive strength and standard penetation test on ground improvement using enhanced jet grouting in alluvium soil 2017 Ngu, Terence Tai Loong TA Engineering (General). Civil engineering (General) Ground improvement using cement as a binder to improve the strength and stiffuess of the soft soil (e.g. peat, alluvium deposits and silty sand) to prevent any ground water ingress has been widely used in the current subsurface excavation works such as tunnelling, underpass, basement excavation and others. The strength and elastic modulus of the grouted soils have been determined by classical destructive methods. However, the performance of grouted soft soils depends on several parameters such as the distribution of the particulate soil media, grouting pressure, grouting rotation, amount of cement and ground water flow. In this study, we are going to research on the correlation between the Unconfmed Compressive Strength of the mixed soil with the Standard Penetration Test and Young Modulus. This research will comprise of the concept of ground improvement using enhanced jet grouting called wet speed mixing method, construction methodology, coring test to determine the compressive strength and Young's Modulus criteria and standard penetration test. 2017 Thesis http://eprints.utm.my/id/eprint/87155/ http://eprints.utm.my/id/eprint/87155/7/TerenceNguTaiMFKA12017.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:132582 masters Universiti Teknologi Malaysia, Faculty of Engineering - School of Civil Engineering Faculty of Engineering - School 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) Ngu, Terence Tai Loong Correlation between unconfined compressive strength and standard penetation test on ground improvement using enhanced jet grouting in alluvium soil
description	Ground improvement using cement as a binder to improve the strength and stiffuess of the soft soil (e.g. peat, alluvium deposits and silty sand) to prevent any ground water ingress has been widely used in the current subsurface excavation works such as tunnelling, underpass, basement excavation and others. The strength and elastic modulus of the grouted soils have been determined by classical destructive methods. However, the performance of grouted soft soils depends on several parameters such as the distribution of the particulate soil media, grouting pressure, grouting rotation, amount of cement and ground water flow. In this study, we are going to research on the correlation between the Unconfmed Compressive Strength of the mixed soil with the Standard Penetration Test and Young Modulus. This research will comprise of the concept of ground improvement using enhanced jet grouting called wet speed mixing method, construction methodology, coring test to determine the compressive strength and Young's Modulus criteria and standard penetration test.
format	Thesis
qualification_level	Master's degree
author	Ngu, Terence Tai Loong
author_facet	Ngu, Terence Tai Loong
author_sort	Ngu, Terence Tai Loong
title	Correlation between unconfined compressive strength and standard penetation test on ground improvement using enhanced jet grouting in alluvium soil
title_short	Correlation between unconfined compressive strength and standard penetation test on ground improvement using enhanced jet grouting in alluvium soil
title_full	Correlation between unconfined compressive strength and standard penetation test on ground improvement using enhanced jet grouting in alluvium soil
title_fullStr	Correlation between unconfined compressive strength and standard penetation test on ground improvement using enhanced jet grouting in alluvium soil
title_full_unstemmed	Correlation between unconfined compressive strength and standard penetation test on ground improvement using enhanced jet grouting in alluvium soil
title_sort	correlation between unconfined compressive strength and standard penetation test on ground improvement using enhanced jet grouting in alluvium soil
granting_institution	Universiti Teknologi Malaysia, Faculty of Engineering - School of Civil Engineering
granting_department	Faculty of Engineering - School of Civil Engineering
publishDate	2017
url	http://eprints.utm.my/id/eprint/87155/7/TerenceNguTaiMFKA12017.pdf
_version_	1747818528871809024

Correlation between unconfined compressive strength and standard penetation test on ground improvement using enhanced jet grouting in alluvium soil

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