The study of pile capacity for buildings in UiTM Penang / Budi Iskandar Ibrahim
Pile is one of many solutions in foundation engineering practice. Places such as coastal area of peninsular Malaysia which consists of very deep soft clay and highly compressible soil, are suitable solution for building supported on pile. In designing pile, there are 2 important parameters that i...
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Faculty of Civil Engineering
2006
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Online Access: | http://ir.uitm.edu.my/id/eprint/24953/ http://ir.uitm.edu.my/id/eprint/24953/1/PPb_%20BUDI%20ISKANDAR%20BIN%20IBRAHIM%20EC%20P%2006_5..pdf |
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uitm-249532019-07-25T03:13:21Z http://ir.uitm.edu.my/id/eprint/24953/ The study of pile capacity for buildings in UiTM Penang / Budi Iskandar Ibrahim Ibrahim, Budi iskandar Structural engineering Piles and pile-driving Pile is one of many solutions in foundation engineering practice. Places such as coastal area of peninsular Malaysia which consists of very deep soft clay and highly compressible soil, are suitable solution for building supported on pile. In designing pile, there are 2 important parameters that influence and affect the pile capacity. They are the base resistance, and skin friction. For this research, these parameters will be counted in order to compare the different methods of finding pile capacity. In this study, three methods in determining pile capacity are used namely Chin Method, Meyerhof Method and Hiley Formula. These 3 methods will be compared to locate the differences and advantages and later finding the most accurate method to determine pile capacity. The pile capacity includes the ultimate bearing capacity and allowable bearing capacity of the pile Faculty of Civil Engineering 2006-12 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/24953/1/PPb_%20BUDI%20ISKANDAR%20BIN%20IBRAHIM%20EC%20P%2006_5..pdf Ibrahim, Budi iskandar (2006) The study of pile capacity for buildings in UiTM Penang / Budi Iskandar Ibrahim. [Student Project] (Submitted) |
repository_type |
Digital Repository |
institution_category |
Local University |
institution |
Universiti Teknologi MARA |
building |
UiTM Institutional Repository |
collection |
Online Access |
language |
English |
topic |
Structural engineering Piles and pile-driving |
spellingShingle |
Structural engineering Piles and pile-driving Ibrahim, Budi iskandar The study of pile capacity for buildings in UiTM Penang / Budi Iskandar Ibrahim |
description |
Pile is one of many solutions in foundation engineering practice. Places
such as coastal area of peninsular Malaysia which consists of very deep soft clay
and highly compressible soil, are suitable solution for building supported on pile.
In designing pile, there are 2 important parameters that influence and
affect the pile capacity. They are the base resistance, and skin friction. For this
research, these parameters will be counted in order to compare the different
methods of finding pile capacity.
In this study, three methods in determining pile capacity are used namely
Chin Method, Meyerhof Method and Hiley Formula. These 3 methods will be
compared to locate the differences and advantages and later finding the most
accurate method to determine pile capacity. The pile capacity includes the
ultimate bearing capacity and allowable bearing capacity of the pile |
format |
Student Project |
author |
Ibrahim, Budi iskandar |
author_facet |
Ibrahim, Budi iskandar |
author_sort |
Ibrahim, Budi iskandar |
title |
The study of pile capacity for buildings in UiTM Penang / Budi Iskandar Ibrahim |
title_short |
The study of pile capacity for buildings in UiTM Penang / Budi Iskandar Ibrahim |
title_full |
The study of pile capacity for buildings in UiTM Penang / Budi Iskandar Ibrahim |
title_fullStr |
The study of pile capacity for buildings in UiTM Penang / Budi Iskandar Ibrahim |
title_full_unstemmed |
The study of pile capacity for buildings in UiTM Penang / Budi Iskandar Ibrahim |
title_sort |
study of pile capacity for buildings in uitm penang / budi iskandar ibrahim |
publisher |
Faculty of Civil Engineering |
publishDate |
2006 |
url |
http://ir.uitm.edu.my/id/eprint/24953/ http://ir.uitm.edu.my/id/eprint/24953/1/PPb_%20BUDI%20ISKANDAR%20BIN%20IBRAHIM%20EC%20P%2006_5..pdf |
first_indexed |
2023-09-18T23:13:44Z |
last_indexed |
2023-09-18T23:13:44Z |
_version_ |
1777418973068918784 |