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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Main Author: Ibrahim, Budi iskandar
Format: Student Project
Language:English
Published: Faculty of Civil Engineering 2006
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/24953/
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author Ibrahim, Budi iskandar
author_facet Ibrahim, Budi iskandar
author_sort Ibrahim, Budi iskandar
building UiTM Institutional Repository
collection Online Access
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
first_indexed 2025-11-14T22:22:02Z
format Student Project
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institution Universiti Teknologi MARA
institution_category Local University
language English
last_indexed 2025-11-14T22:22:02Z
publishDate 2006
publisher Faculty of Civil Engineering
recordtype eprints
repository_type Digital Repository
spelling uitm-249532019-07-25T03:13:21Z https://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 https://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. (2006) [Student Project] (Submitted)
spellingShingle Structural engineering
Piles and pile-driving
Ibrahim, Budi iskandar
The study of pile capacity for buildings in UiTM Penang / Budi Iskandar Ibrahim
title 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_short 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
topic Structural engineering
Piles and pile-driving
url https://ir.uitm.edu.my/id/eprint/24953/