Numerical Modelling for Design of Ram-compacted Bearing Base Piling Foundations
This thesis presents a novel design method for RBB piles based on validated numerical modelling in ABAQUS. Two developed equations provided integrate five typical RBB piling parameters, involving a wide range of hypothetical cases of various RBB piling configurations, covering all actual soil types....
| Main Author: | |
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| Format: | Thesis |
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Curtin University
2020
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| Online Access: | http://hdl.handle.net/20.500.11937/83426 |
| _version_ | 1848764585914400768 |
|---|---|
| author | Du, Zhaodong |
| author_facet | Du, Zhaodong |
| author_sort | Du, Zhaodong |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | This thesis presents a novel design method for RBB piles based on validated numerical modelling in ABAQUS. Two developed equations provided integrate five typical RBB piling parameters, involving a wide range of hypothetical cases of various RBB piling configurations, covering all actual soil types. The equations were calibrated with four historic cases; these have confirmed that the new predictions were economic and accurate, and the underestimation caused by the currently used design equations was eliminated. |
| first_indexed | 2025-11-14T11:21:42Z |
| format | Thesis |
| id | curtin-20.500.11937-83426 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T11:21:42Z |
| publishDate | 2020 |
| publisher | Curtin University |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-834262021-05-06T00:19:46Z Numerical Modelling for Design of Ram-compacted Bearing Base Piling Foundations Du, Zhaodong This thesis presents a novel design method for RBB piles based on validated numerical modelling in ABAQUS. Two developed equations provided integrate five typical RBB piling parameters, involving a wide range of hypothetical cases of various RBB piling configurations, covering all actual soil types. The equations were calibrated with four historic cases; these have confirmed that the new predictions were economic and accurate, and the underestimation caused by the currently used design equations was eliminated. 2020 Thesis http://hdl.handle.net/20.500.11937/83426 Curtin University fulltext |
| spellingShingle | Du, Zhaodong Numerical Modelling for Design of Ram-compacted Bearing Base Piling Foundations |
| title | Numerical Modelling for Design of Ram-compacted Bearing Base Piling Foundations |
| title_full | Numerical Modelling for Design of Ram-compacted Bearing Base Piling Foundations |
| title_fullStr | Numerical Modelling for Design of Ram-compacted Bearing Base Piling Foundations |
| title_full_unstemmed | Numerical Modelling for Design of Ram-compacted Bearing Base Piling Foundations |
| title_short | Numerical Modelling for Design of Ram-compacted Bearing Base Piling Foundations |
| title_sort | numerical modelling for design of ram-compacted bearing base piling foundations |
| url | http://hdl.handle.net/20.500.11937/83426 |