A laboratory study on the behaviour of shallow foundation in vibrated marine residual soil / Tracy Anak Lawrence Ghundy
The recent earthquakes experience enhanced the important of earthquake engineering related study. This research emphasized on the effects of vibrating on shallow foundation in residual marine alluvial soil. Shaking table model tests are considered as one of the best methods for simulation of seis...
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| Format: | Student Project |
| Language: | English |
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Faculty Of Civil Engineering
2007
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| Online Access: | http://ir.uitm.edu.my/id/eprint/20777/ http://ir.uitm.edu.my/id/eprint/20777/1/PPb_TRACY%20ANAK%20LAWRENCE%20GHUNDY%20EC%20P%2007_5.pdf |
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uitm-20777 |
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eprints |
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uitm-207772018-07-26T03:27:28Z http://ir.uitm.edu.my/id/eprint/20777/ A laboratory study on the behaviour of shallow foundation in vibrated marine residual soil / Tracy Anak Lawrence Ghundy Anak Lawrence Ghundy, Tracy Corrosion and anti-corrosives Dynamic loading conditions. Structural dynamics. Vibrations Engineering geology. Rock mechanics. Soil mechanics. Earthwork. Foundations The recent earthquakes experience enhanced the important of earthquake engineering related study. This research emphasized on the effects of vibrating on shallow foundation in residual marine alluvial soil. Shaking table model tests are considered as one of the best methods for simulation of seismic loading and it also provides a better understanding of the behaviour and performance of ground during shaking. The soil samples tested were collected from local alluvial marine soil underneath Penang Bridge near Seberang Perai. A series of experiments was carried out on a shaking table in order to monitor the behaviour of shallow foundation due to seismic loading and vertical loading. Five series of model tests were performed with a square foundation and one series of was performed with a rectangle foundation. It is found that the displacement of the foundation during strong shaking showed a gradual accumulation. Higher load applied on the foundation resulting a higher vertical and rotational displacement. The mechanism of failure by rotation and vertical displacement were clearly illustrated. Faculty Of Civil Engineering 2007-04 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/20777/1/PPb_TRACY%20ANAK%20LAWRENCE%20GHUNDY%20EC%20P%2007_5.pdf Anak Lawrence Ghundy, Tracy (2007) A laboratory study on the behaviour of shallow foundation in vibrated marine residual soil / Tracy Anak Lawrence Ghundy. [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 |
Corrosion and anti-corrosives Dynamic loading conditions. Structural dynamics. Vibrations Engineering geology. Rock mechanics. Soil mechanics. Earthwork. Foundations |
| spellingShingle |
Corrosion and anti-corrosives Dynamic loading conditions. Structural dynamics. Vibrations Engineering geology. Rock mechanics. Soil mechanics. Earthwork. Foundations Anak Lawrence Ghundy, Tracy A laboratory study on the behaviour of shallow foundation in vibrated marine residual soil / Tracy Anak Lawrence Ghundy |
| description |
The recent earthquakes experience enhanced the important of earthquake engineering
related study. This research emphasized on the effects of vibrating on shallow
foundation in residual marine alluvial soil. Shaking table model tests are considered as
one of the best methods for simulation of seismic loading and it also provides a better
understanding of the behaviour and performance of ground during shaking. The soil
samples tested were collected from local alluvial marine soil underneath Penang Bridge
near Seberang Perai. A series of experiments was carried out on a shaking table in order
to monitor the behaviour of shallow foundation due to seismic loading and vertical
loading. Five series of model tests were performed with a square foundation and one
series of was performed with a rectangle foundation. It is found that the displacement of
the foundation during strong shaking showed a gradual accumulation. Higher load
applied on the foundation resulting a higher vertical and rotational displacement. The
mechanism of failure by rotation and vertical displacement were clearly illustrated. |
| format |
Student Project |
| author |
Anak Lawrence Ghundy, Tracy |
| author_facet |
Anak Lawrence Ghundy, Tracy |
| author_sort |
Anak Lawrence Ghundy, Tracy |
| title |
A laboratory study on the behaviour of shallow foundation in vibrated marine residual soil / Tracy Anak Lawrence Ghundy |
| title_short |
A laboratory study on the behaviour of shallow foundation in vibrated marine residual soil / Tracy Anak Lawrence Ghundy |
| title_full |
A laboratory study on the behaviour of shallow foundation in vibrated marine residual soil / Tracy Anak Lawrence Ghundy |
| title_fullStr |
A laboratory study on the behaviour of shallow foundation in vibrated marine residual soil / Tracy Anak Lawrence Ghundy |
| title_full_unstemmed |
A laboratory study on the behaviour of shallow foundation in vibrated marine residual soil / Tracy Anak Lawrence Ghundy |
| title_sort |
laboratory study on the behaviour of shallow foundation in vibrated marine residual soil / tracy anak lawrence ghundy |
| publisher |
Faculty Of Civil Engineering |
| publishDate |
2007 |
| url |
http://ir.uitm.edu.my/id/eprint/20777/ http://ir.uitm.edu.my/id/eprint/20777/1/PPb_TRACY%20ANAK%20LAWRENCE%20GHUNDY%20EC%20P%2007_5.pdf |
| first_indexed |
2023-09-18T23:05:12Z |
| last_indexed |
2023-09-18T23:05:12Z |
| _version_ |
1777418436556619776 |