Development and Implementation of an Advanced Analytical Approach for Flexible Pavement Analysis and Design in Western Australia
An advanced method for analysis of pavement having thin wearing surface layer is proposed. A mechanistic approach, based on disturbed state concept, was adopted for material modelling. A 3D column-strip model of pavement structures was then introduced using finite element method. Results indicate th...
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| Format: | Thesis |
| Language: | English |
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Curtin University
2015
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| Online Access: | http://hdl.handle.net/20.500.11937/1040 |
| _version_ | 1848743554522808320 |
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| author | Khobklang, Pakdee |
| author_facet | Khobklang, Pakdee |
| author_sort | Khobklang, Pakdee |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | An advanced method for analysis of pavement having thin wearing surface layer is proposed. A mechanistic approach, based on disturbed state concept, was adopted for material modelling. A 3D column-strip model of pavement structures was then introduced using finite element method. Results indicate that the proposed approach can be used in predicting the permanent deformation of pavement structures and provides realistic resultant stresses and deformations because important engineering properties can be incorporated in the calculation. |
| first_indexed | 2025-11-14T05:47:25Z |
| format | Thesis |
| id | curtin-20.500.11937-1040 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-14T05:47:25Z |
| publishDate | 2015 |
| publisher | Curtin University |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-10402017-02-20T06:41:34Z Development and Implementation of an Advanced Analytical Approach for Flexible Pavement Analysis and Design in Western Australia Khobklang, Pakdee disturbed state concept finite element permanent deformation 3D column-strip pavement An advanced method for analysis of pavement having thin wearing surface layer is proposed. A mechanistic approach, based on disturbed state concept, was adopted for material modelling. A 3D column-strip model of pavement structures was then introduced using finite element method. Results indicate that the proposed approach can be used in predicting the permanent deformation of pavement structures and provides realistic resultant stresses and deformations because important engineering properties can be incorporated in the calculation. 2015 Thesis http://hdl.handle.net/20.500.11937/1040 en Curtin University fulltext |
| spellingShingle | disturbed state concept finite element permanent deformation 3D column-strip pavement Khobklang, Pakdee Development and Implementation of an Advanced Analytical Approach for Flexible Pavement Analysis and Design in Western Australia |
| title | Development and Implementation of an Advanced Analytical Approach for Flexible Pavement Analysis and Design in Western Australia |
| title_full | Development and Implementation of an Advanced Analytical Approach for Flexible Pavement Analysis and Design in Western Australia |
| title_fullStr | Development and Implementation of an Advanced Analytical Approach for Flexible Pavement Analysis and Design in Western Australia |
| title_full_unstemmed | Development and Implementation of an Advanced Analytical Approach for Flexible Pavement Analysis and Design in Western Australia |
| title_short | Development and Implementation of an Advanced Analytical Approach for Flexible Pavement Analysis and Design in Western Australia |
| title_sort | development and implementation of an advanced analytical approach for flexible pavement analysis and design in western australia |
| topic | disturbed state concept finite element permanent deformation 3D column-strip pavement |
| url | http://hdl.handle.net/20.500.11937/1040 |