Load settlement behaviour of bakau pile / Ahmad Fauzi Mohd Yusof

Bakau pile has been use as a foundation system in area with high ground water table to carry light loads. Prediction of the bearing capacity of driven bakau pile is complicated by several factors, including the technical problem in soil sampling and testing, the significant changes in soil propertie...

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Main Author:	Mohd Yusof, Ahmad Fauzi
Format:	Thesis
Language:	English
Published:	1993
Subjects:	Piles and pile-driving
Online Access:	https://ir.uitm.edu.my/id/eprint/99551/1/99551.pdf
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id	my-uitm-ir.99551
record_format	uketd_dc
spelling	my-uitm-ir.995512024-08-22T17:14:49Z Load settlement behaviour of bakau pile / Ahmad Fauzi Mohd Yusof 1993 Mohd Yusof, Ahmad Fauzi Piles and pile-driving Bakau pile has been use as a foundation system in area with high ground water table to carry light loads. Prediction of the bearing capacity of driven bakau pile is complicated by several factors, including the technical problem in soil sampling and testing, the significant changes in soil properties, etc. For this reason, routine pile capacity design is largely empirical in nature, making use of correlation between in situ lest, e.g. standard penetration test (SFT) and data evaluated from field loading test on pile. This study is going to discuss on the load settlement behaviour of bakau pile with different groups and spacings from which full scale load test been carried out and various approaches used to predict the bearing capacity and efficiency of that group. 1993 Thesis https://ir.uitm.edu.my/id/eprint/99551/ https://ir.uitm.edu.my/id/eprint/99551/1/99551.pdf text en public advanced_diploma Universiti Teknologi MARA (UiTM) Department of Electrical Engineering
institution	Universiti Teknologi MARA
collection	UiTM Institutional Repository
language	English
topic	Piles and pile-driving
spellingShingle	Piles and pile-driving Mohd Yusof, Ahmad Fauzi Load settlement behaviour of bakau pile / Ahmad Fauzi Mohd Yusof
description	Bakau pile has been use as a foundation system in area with high ground water table to carry light loads. Prediction of the bearing capacity of driven bakau pile is complicated by several factors, including the technical problem in soil sampling and testing, the significant changes in soil properties, etc. For this reason, routine pile capacity design is largely empirical in nature, making use of correlation between in situ lest, e.g. standard penetration test (SFT) and data evaluated from field loading test on pile. This study is going to discuss on the load settlement behaviour of bakau pile with different groups and spacings from which full scale load test been carried out and various approaches used to predict the bearing capacity and efficiency of that group.
format	Thesis
qualification_level	advanced_diploma
author	Mohd Yusof, Ahmad Fauzi
author_facet	Mohd Yusof, Ahmad Fauzi
author_sort	Mohd Yusof, Ahmad Fauzi
title	Load settlement behaviour of bakau pile / Ahmad Fauzi Mohd Yusof
title_short	Load settlement behaviour of bakau pile / Ahmad Fauzi Mohd Yusof
title_full	Load settlement behaviour of bakau pile / Ahmad Fauzi Mohd Yusof
title_fullStr	Load settlement behaviour of bakau pile / Ahmad Fauzi Mohd Yusof
title_full_unstemmed	Load settlement behaviour of bakau pile / Ahmad Fauzi Mohd Yusof
title_sort	load settlement behaviour of bakau pile / ahmad fauzi mohd yusof
granting_institution	Universiti Teknologi MARA (UiTM)
granting_department	Department of Electrical Engineering
publishDate	1993
url	https://ir.uitm.edu.my/id/eprint/99551/1/99551.pdf
_version_	1811769001680830464

Load settlement behaviour of bakau pile / Ahmad Fauzi Mohd Yusof

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