The in-situ properties of clay soil in Pekan using cone penetration test

Construction project for civil structures always experience big challenges in order to ensure no conflict to the foundation. As we know, foundation is an important initial work in a construction of civil structure. if a foundation is not designed according to its requirement and properly, collapse t...

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Main Author:	Nur Zaki, Arbain
Format:	Undergraduates Project Papers
Language:	English
Published:	2010
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/2573/ http://umpir.ump.edu.my/id/eprint/2573/ http://umpir.ump.edu.my/id/eprint/2573/1/NUR_ZAKI_BIN_ARBAIN.PDF

id	ump-2573
recordtype	eprints
spelling	ump-25732015-03-03T07:57:20Z http://umpir.ump.edu.my/id/eprint/2573/ The in-situ properties of clay soil in Pekan using cone penetration test Nur Zaki, Arbain TA Engineering (General). Civil engineering (General) Construction project for civil structures always experience big challenges in order to ensure no conflict to the foundation. As we know, foundation is an important initial work in a construction of civil structure. if a foundation is not designed according to its requirement and properly, collapse to the building might be occurred. The construction of foundation needs to take account for the strength (bearing capacity) of the site area. Here, site investigation plays an important role. Through the results of site investigation, the choosing for suitable type of foundation can be accomplished. This study had covered important aspects towards the choosing of foundation for a building construction. The objectives of this study is to determine the parameters of soil at site study and to determine the soil profile for site study using the method of Piezocone's Cone Penetration Test. This method had been chosen as it is the most reliable method to obtain dynamic pore pressure parameter at site study among all site investigation method. Through this method, data obtained had been tabulated and graphs had been plotted. The conclusions obtained from these data are for the parameters; cone resistance is 12.07 MPa, sleeve friction is 0.06 MPa and dynamic pore pressure is 0.65 MPa. The site study (Pekan) also had been concluded to be classified in clays type of soil with clays-clayey to silty clay. From above data, further analysis and calculation to obtain the suitable foundation for clay type of soil can be proceed. 2010-11 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/2573/1/NUR_ZAKI_BIN_ARBAIN.PDF Nur Zaki, Arbain (2010) The in-situ properties of clay soil in Pekan using cone penetration test. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:51917&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Nur Zaki, Arbain The in-situ properties of clay soil in Pekan using cone penetration test
description	Construction project for civil structures always experience big challenges in order to ensure no conflict to the foundation. As we know, foundation is an important initial work in a construction of civil structure. if a foundation is not designed according to its requirement and properly, collapse to the building might be occurred. The construction of foundation needs to take account for the strength (bearing capacity) of the site area. Here, site investigation plays an important role. Through the results of site investigation, the choosing for suitable type of foundation can be accomplished. This study had covered important aspects towards the choosing of foundation for a building construction. The objectives of this study is to determine the parameters of soil at site study and to determine the soil profile for site study using the method of Piezocone's Cone Penetration Test. This method had been chosen as it is the most reliable method to obtain dynamic pore pressure parameter at site study among all site investigation method. Through this method, data obtained had been tabulated and graphs had been plotted. The conclusions obtained from these data are for the parameters; cone resistance is 12.07 MPa, sleeve friction is 0.06 MPa and dynamic pore pressure is 0.65 MPa. The site study (Pekan) also had been concluded to be classified in clays type of soil with clays-clayey to silty clay. From above data, further analysis and calculation to obtain the suitable foundation for clay type of soil can be proceed.
format	Undergraduates Project Papers
author	Nur Zaki, Arbain
author_facet	Nur Zaki, Arbain
author_sort	Nur Zaki, Arbain
title	The in-situ properties of clay soil in Pekan using cone penetration test
title_short	The in-situ properties of clay soil in Pekan using cone penetration test
title_full	The in-situ properties of clay soil in Pekan using cone penetration test
title_fullStr	The in-situ properties of clay soil in Pekan using cone penetration test
title_full_unstemmed	The in-situ properties of clay soil in Pekan using cone penetration test
title_sort	in-situ properties of clay soil in pekan using cone penetration test
publishDate	2010
url	http://umpir.ump.edu.my/id/eprint/2573/ http://umpir.ump.edu.my/id/eprint/2573/ http://umpir.ump.edu.my/id/eprint/2573/1/NUR_ZAKI_BIN_ARBAIN.PDF
first_indexed	2023-09-18T21:56:30Z
last_indexed	2023-09-18T21:56:30Z
_version_	1777414114331590656

The in-situ properties of clay soil in Pekan using cone penetration test

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