Estimating load carrying capacity of single pile in residual soils
Bored piles are extensively installed in Singapore residual soils for foundation purpose. Unfortunately, traditional design of bored piles is based on properties of clays, sands, or rocks. In addition, bored piles are designed relying on base resistance (Qb) despite the fact that side resistance’s (...
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| Other Authors: | |
| Format: | Final Year Project (FYP) |
| Language: | English |
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2012
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| Online Access: | http://hdl.handle.net/10356/49273 |
| _version_ | 1811685630473666560 |
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| author | Kusuma, Mutiasani Dianmarti. |
| author2 | Leong Eng Choon |
| author_facet | Leong Eng Choon Kusuma, Mutiasani Dianmarti. |
| author_sort | Kusuma, Mutiasani Dianmarti. |
| collection | NTU |
| description | Bored piles are extensively installed in Singapore residual soils for foundation purpose. Unfortunately, traditional design of bored piles is based on properties of clays, sands, or rocks. In addition, bored piles are designed relying on base resistance (Qb) despite the fact that side resistance’s (Qs) contribution towards the total axial capacity is higher at the working load. Therefore, the design of bored piles installed in Singapore residual soils is to be optimized considering both axial capacity and economical aspect. |
| first_indexed | 2024-10-01T04:47:35Z |
| format | Final Year Project (FYP) |
| id | ntu-10356/49273 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T04:47:35Z |
| publishDate | 2012 |
| record_format | dspace |
| spelling | ntu-10356/492732023-03-03T16:51:57Z Estimating load carrying capacity of single pile in residual soils Kusuma, Mutiasani Dianmarti. Leong Eng Choon School of Civil and Environmental Engineering APS Asia PDA Enterprise Pte Ltd DRNTU::Engineering::Civil engineering::Geotechnical Bored piles are extensively installed in Singapore residual soils for foundation purpose. Unfortunately, traditional design of bored piles is based on properties of clays, sands, or rocks. In addition, bored piles are designed relying on base resistance (Qb) despite the fact that side resistance’s (Qs) contribution towards the total axial capacity is higher at the working load. Therefore, the design of bored piles installed in Singapore residual soils is to be optimized considering both axial capacity and economical aspect. Bachelor of Engineering (Civil) 2012-05-16T08:28:13Z 2012-05-16T08:28:13Z 2012 2012 Final Year Project (FYP) http://hdl.handle.net/10356/49273 en Nanyang Technological University 83 p. application/pdf |
| spellingShingle | DRNTU::Engineering::Civil engineering::Geotechnical Kusuma, Mutiasani Dianmarti. Estimating load carrying capacity of single pile in residual soils |
| title | Estimating load carrying capacity of single pile in residual soils |
| title_full | Estimating load carrying capacity of single pile in residual soils |
| title_fullStr | Estimating load carrying capacity of single pile in residual soils |
| title_full_unstemmed | Estimating load carrying capacity of single pile in residual soils |
| title_short | Estimating load carrying capacity of single pile in residual soils |
| title_sort | estimating load carrying capacity of single pile in residual soils |
| topic | DRNTU::Engineering::Civil engineering::Geotechnical |
| url | http://hdl.handle.net/10356/49273 |
| work_keys_str_mv | AT kusumamutiasanidianmarti estimatingloadcarryingcapacityofsinglepileinresidualsoils |