Experimental and Numerical Investigations to Assess the Performance of a Buried Pipe Subjected to Traffic Load / Non-Treated and Cement-Treated Trench
In this research, the performance of buried flexible pipe subjected to traffic load was investigated. First, a numerical parametric study was performed to study the influence of eight factors on pipe-soil behaviour under surface load using ABAQUS. Then, the impact of surface pressure, burial depth,...
| Main Author: | |
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| Format: | Thesis |
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Curtin University
2018
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| Online Access: | http://hdl.handle.net/20.500.11937/70509 |
| _version_ | 1848762273880866816 |
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| author | Mosadegh, Ahdyeh |
| author_facet | Mosadegh, Ahdyeh |
| author_sort | Mosadegh, Ahdyeh |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | In this research, the performance of buried flexible pipe subjected to traffic load was investigated. First, a numerical parametric study was performed to study the influence of eight factors on pipe-soil behaviour under surface load using ABAQUS. Then, the impact of surface pressure, burial depth, number of cycles and cement stabilization on model response was investigated using laboratory experiments and numerical simulations. Equations were developed using Linear Regression Model and Artificial Neural Network using MATLAB. |
| first_indexed | 2025-11-14T10:44:57Z |
| format | Thesis |
| id | curtin-20.500.11937-70509 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T10:44:57Z |
| publishDate | 2018 |
| publisher | Curtin University |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-705092018-10-25T06:52:19Z Experimental and Numerical Investigations to Assess the Performance of a Buried Pipe Subjected to Traffic Load / Non-Treated and Cement-Treated Trench Mosadegh, Ahdyeh In this research, the performance of buried flexible pipe subjected to traffic load was investigated. First, a numerical parametric study was performed to study the influence of eight factors on pipe-soil behaviour under surface load using ABAQUS. Then, the impact of surface pressure, burial depth, number of cycles and cement stabilization on model response was investigated using laboratory experiments and numerical simulations. Equations were developed using Linear Regression Model and Artificial Neural Network using MATLAB. 2018 Thesis http://hdl.handle.net/20.500.11937/70509 Curtin University fulltext |
| spellingShingle | Mosadegh, Ahdyeh Experimental and Numerical Investigations to Assess the Performance of a Buried Pipe Subjected to Traffic Load / Non-Treated and Cement-Treated Trench |
| title | Experimental and Numerical Investigations to Assess the Performance of a Buried Pipe Subjected to Traffic Load / Non-Treated and Cement-Treated Trench |
| title_full | Experimental and Numerical Investigations to Assess the Performance of a Buried Pipe Subjected to Traffic Load / Non-Treated and Cement-Treated Trench |
| title_fullStr | Experimental and Numerical Investigations to Assess the Performance of a Buried Pipe Subjected to Traffic Load / Non-Treated and Cement-Treated Trench |
| title_full_unstemmed | Experimental and Numerical Investigations to Assess the Performance of a Buried Pipe Subjected to Traffic Load / Non-Treated and Cement-Treated Trench |
| title_short | Experimental and Numerical Investigations to Assess the Performance of a Buried Pipe Subjected to Traffic Load / Non-Treated and Cement-Treated Trench |
| title_sort | experimental and numerical investigations to assess the performance of a buried pipe subjected to traffic load / non-treated and cement-treated trench |
| url | http://hdl.handle.net/20.500.11937/70509 |