Design of stabilizing foundation for one-storey office building on peat soil
Peat soil is not suitable to be used as foundation for the construction of building because of its low strength compared to other types of soil. Sarawak has a very wide area of peat soil such as in Matang and Sibu. However, many researches have been done and innovation like stone column, micro pi...
| Main Author: | |
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| Format: | Final Year Project Report / IMRAD |
| Language: | English English |
| Published: |
Universiti Malaysia Sarawak (UNIMAS)
2008
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| Subjects: | |
| Online Access: | http://ir.unimas.my/id/eprint/7448/ http://ir.unimas.my/id/eprint/7448/1/Design%20of%20stabilizing%20foundation%20for%20one-storey%20office%20building%20on%20peat%20soil%20%2824%20pages%29.pdf http://ir.unimas.my/id/eprint/7448/8/Dasilah%20Ibrahim%20ft.pdf |
| _version_ | 1848836133146853376 |
|---|---|
| author | Dasilah, bt. Ibrahim |
| author_facet | Dasilah, bt. Ibrahim |
| author_sort | Dasilah, bt. Ibrahim |
| building | UNIMAS Institutional Repository |
| collection | Online Access |
| description | Peat soil is not suitable to be used as foundation for the construction of building
because of its low strength compared to other types of soil. Sarawak has a very wide area
of peat soil such as in Matang and Sibu. However, many researches have been done and
innovation like stone column, micro pile, dynamic compaction, soil nailing, earth
reinforcement and others have been made so that this land not be wasted. This project
presents a foundation design system for one storey building of peat soil for especially in
Sarawak.
The concept is used to decrease the cost for building construction in peat soil
areas. The designs used in this project are cement stabilizing, stone column, micro pile,
and prefabricated vertical drain. Further analysis on its safety is done to ensure the design
is safe to be used. This new design is based on the theory of foundation design and abides
to the guidelines provided by BS 6399:1196. These designs conceptual are found to be
useful and economic for the geotechnical engineer and contractor. |
| first_indexed | 2025-11-15T06:18:55Z |
| format | Final Year Project Report / IMRAD |
| id | unimas-7448 |
| institution | Universiti Malaysia Sarawak |
| institution_category | Local University |
| language | English English |
| last_indexed | 2025-11-15T06:18:55Z |
| publishDate | 2008 |
| publisher | Universiti Malaysia Sarawak (UNIMAS) |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | unimas-74482023-07-05T09:35:20Z http://ir.unimas.my/id/eprint/7448/ Design of stabilizing foundation for one-storey office building on peat soil Dasilah, bt. Ibrahim TA Engineering (General). Civil engineering (General) TH Building construction Peat soil is not suitable to be used as foundation for the construction of building because of its low strength compared to other types of soil. Sarawak has a very wide area of peat soil such as in Matang and Sibu. However, many researches have been done and innovation like stone column, micro pile, dynamic compaction, soil nailing, earth reinforcement and others have been made so that this land not be wasted. This project presents a foundation design system for one storey building of peat soil for especially in Sarawak. The concept is used to decrease the cost for building construction in peat soil areas. The designs used in this project are cement stabilizing, stone column, micro pile, and prefabricated vertical drain. Further analysis on its safety is done to ensure the design is safe to be used. This new design is based on the theory of foundation design and abides to the guidelines provided by BS 6399:1196. These designs conceptual are found to be useful and economic for the geotechnical engineer and contractor. Universiti Malaysia Sarawak (UNIMAS) 2008 Final Year Project Report / IMRAD NonPeerReviewed text en http://ir.unimas.my/id/eprint/7448/1/Design%20of%20stabilizing%20foundation%20for%20one-storey%20office%20building%20on%20peat%20soil%20%2824%20pages%29.pdf text en http://ir.unimas.my/id/eprint/7448/8/Dasilah%20Ibrahim%20ft.pdf Dasilah, bt. Ibrahim (2008) Design of stabilizing foundation for one-storey office building on peat soil. [Final Year Project Report / IMRAD] (Unpublished) |
| spellingShingle | TA Engineering (General). Civil engineering (General) TH Building construction Dasilah, bt. Ibrahim Design of stabilizing foundation for one-storey office building on peat soil |
| title | Design of stabilizing foundation for one-storey office building on peat soil |
| title_full | Design of stabilizing foundation for one-storey office building on peat soil |
| title_fullStr | Design of stabilizing foundation for one-storey office building on peat soil |
| title_full_unstemmed | Design of stabilizing foundation for one-storey office building on peat soil |
| title_short | Design of stabilizing foundation for one-storey office building on peat soil |
| title_sort | design of stabilizing foundation for one-storey office building on peat soil |
| topic | TA Engineering (General). Civil engineering (General) TH Building construction |
| url | http://ir.unimas.my/id/eprint/7448/ http://ir.unimas.my/id/eprint/7448/1/Design%20of%20stabilizing%20foundation%20for%20one-storey%20office%20building%20on%20peat%20soil%20%2824%20pages%29.pdf http://ir.unimas.my/id/eprint/7448/8/Dasilah%20Ibrahim%20ft.pdf |