Behaviour of bakau pile: full scale load test / Azhar Ibrahim
A study is made on the ultimate bearing capacity of Bakau piles vertically loaded singly and in groups embedded in cohesive soil. The different methods used to determine the ultimate bearing capacity of Bakau piles show that the effect of the groups is significant. Different group spacing adopted we...
Saved in:
Main Author: | |
---|---|
Format: | Student Project |
Language: | English |
Published: |
1993
|
Subjects: | |
Online Access: | https://ir.uitm.edu.my/id/eprint/99754/1/99754.pdf https://ir.uitm.edu.my/id/eprint/99754/ |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
id |
my.uitm.ir.99754 |
---|---|
record_format |
eprints |
spelling |
my.uitm.ir.997542024-08-18T09:19:09Z https://ir.uitm.edu.my/id/eprint/99754/ Behaviour of bakau pile: full scale load test / Azhar Ibrahim Ibrahim, Azhar Engineering geology. Rock mechanics. Soil mechanics. A study is made on the ultimate bearing capacity of Bakau piles vertically loaded singly and in groups embedded in cohesive soil. The different methods used to determine the ultimate bearing capacity of Bakau piles show that the effect of the groups is significant. Different group spacing adopted were 3d, 6d and 9d. The calculations also include a well-define shaft resistance of Bakau piles. More important problem in practice is to specify the economical spacing of the Bakau piles. Different methods are used to determine the efficiency of the groups of bakau piles. From the work carried out, the soil properties for a certain site effect the method of analysing the bearing capacity and efficiency. 1993 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/99754/1/99754.pdf Behaviour of bakau pile: full scale load test / Azhar Ibrahim. (1993) [Student Project] <http://terminalib.uitm.edu.my/99754.pdf> (Unpublished) |
institution |
Universiti Teknologi Mara |
building |
Tun Abdul Razak Library |
collection |
Institutional Repository |
continent |
Asia |
country |
Malaysia |
content_provider |
Universiti Teknologi Mara |
content_source |
UiTM Institutional Repository |
url_provider |
http://ir.uitm.edu.my/ |
language |
English |
topic |
Engineering geology. Rock mechanics. Soil mechanics. |
spellingShingle |
Engineering geology. Rock mechanics. Soil mechanics. Ibrahim, Azhar Behaviour of bakau pile: full scale load test / Azhar Ibrahim |
description |
A study is made on the ultimate bearing capacity of Bakau piles vertically loaded singly and in groups embedded in cohesive soil. The different methods used to determine the ultimate bearing capacity of Bakau piles show that the effect of the groups is significant. Different group spacing adopted were 3d, 6d and 9d. The calculations also include a well-define shaft resistance of Bakau piles. More important problem in practice is to specify the economical spacing of the Bakau piles. Different methods are used to determine the efficiency of the groups of bakau piles. From the work carried out, the soil properties for a certain site effect the method of analysing the bearing capacity and efficiency. |
format |
Student Project |
author |
Ibrahim, Azhar |
author_facet |
Ibrahim, Azhar |
author_sort |
Ibrahim, Azhar |
title |
Behaviour of bakau pile: full scale load test / Azhar Ibrahim |
title_short |
Behaviour of bakau pile: full scale load test / Azhar Ibrahim |
title_full |
Behaviour of bakau pile: full scale load test / Azhar Ibrahim |
title_fullStr |
Behaviour of bakau pile: full scale load test / Azhar Ibrahim |
title_full_unstemmed |
Behaviour of bakau pile: full scale load test / Azhar Ibrahim |
title_sort |
behaviour of bakau pile: full scale load test / azhar ibrahim |
publishDate |
1993 |
url |
https://ir.uitm.edu.my/id/eprint/99754/1/99754.pdf https://ir.uitm.edu.my/id/eprint/99754/ |
_version_ |
1808976083730563072 |
score |
13.19449 |