Pile settlement acceptance criteria / Fauziah Nawi
Nowadays, piles become the most efficient method that acts as a foundation to prevent all types of structures from failure. This failure is may be because of the weakness of soil strength, geological and more. In Malaysia, the application of the pile is very broaden. However, there is a limited o...
| Main Author: | |
|---|---|
| Format: | Student Project |
| Language: | English |
| Published: |
Faculty of Civil Engineering
2007
|
| Subjects: | |
| Online Access: | http://ir.uitm.edu.my/id/eprint/19755/ http://ir.uitm.edu.my/id/eprint/19755/1/PPb_FAUZIAH%20NAWI%20EC%20P%2007_5.pdf.pdf |
| id |
uitm-19755 |
|---|---|
| recordtype |
eprints |
| spelling |
uitm-197552018-07-30T02:42:36Z http://ir.uitm.edu.my/id/eprint/19755/ Pile settlement acceptance criteria / Fauziah Nawi Nawi, Fauziah Building materials Structural engineering Nowadays, piles become the most efficient method that acts as a foundation to prevent all types of structures from failure. This failure is may be because of the weakness of soil strength, geological and more. In Malaysia, the application of the pile is very broaden. However, there is a limited of standard on pile settlement that can be used today in order to provide a safety of the structure in future. Towards the problem, this research studies the behavior of pile driven in soft ground and its displacement behavior. In order to investigate the pile settlement criteria in clay, the mechanisms of pile installation is simulated. Pulling test is used to check the pile shaft capacity. No separation of pile capacity is required since the pulling test is only focused on the pile shaft capacity. Total 12 number of model pile is tested which 8 of them installed in container and others in field. Testing result shown that the range of displacement which relevant to its failure is about 3.21% - 7.77% of pile diameter. Faculty of Civil Engineering 2007-05-16 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/19755/1/PPb_FAUZIAH%20NAWI%20EC%20P%2007_5.pdf.pdf Nawi, Fauziah (2007) Pile settlement acceptance criteria / Fauziah Nawi. [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 |
Building materials Structural engineering |
| spellingShingle |
Building materials Structural engineering Nawi, Fauziah Pile settlement acceptance criteria / Fauziah Nawi |
| description |
Nowadays, piles become the most efficient method that acts as a foundation to prevent all
types of structures from failure. This failure is may be because of the weakness of soil
strength, geological and more. In Malaysia, the application of the pile is very broaden.
However, there is a limited of standard on pile settlement that can be used today in order
to provide a safety of the structure in future.
Towards the problem, this research studies the behavior of pile driven in soft ground and
its displacement behavior. In order to investigate the pile settlement criteria in clay, the
mechanisms of pile installation is simulated. Pulling test is used to check the pile shaft
capacity. No separation of pile capacity is required since the pulling test is only focused
on the pile shaft capacity. Total 12 number of model pile is tested which 8 of them
installed in container and others in field. Testing result shown that the range of
displacement which relevant to its failure is about 3.21% - 7.77% of pile diameter. |
| format |
Student Project |
| author |
Nawi, Fauziah |
| author_facet |
Nawi, Fauziah |
| author_sort |
Nawi, Fauziah |
| title |
Pile settlement acceptance criteria / Fauziah Nawi |
| title_short |
Pile settlement acceptance criteria / Fauziah Nawi |
| title_full |
Pile settlement acceptance criteria / Fauziah Nawi |
| title_fullStr |
Pile settlement acceptance criteria / Fauziah Nawi |
| title_full_unstemmed |
Pile settlement acceptance criteria / Fauziah Nawi |
| title_sort |
pile settlement acceptance criteria / fauziah nawi |
| publisher |
Faculty of Civil Engineering |
| publishDate |
2007 |
| url |
http://ir.uitm.edu.my/id/eprint/19755/ http://ir.uitm.edu.my/id/eprint/19755/1/PPb_FAUZIAH%20NAWI%20EC%20P%2007_5.pdf.pdf |
| first_indexed |
2023-09-18T23:03:13Z |
| last_indexed |
2023-09-18T23:03:13Z |
| _version_ |
1777418311942799360 |