Vellgrove Avenue, Canning Vale - A Case Study of Rehabilitation – 20 year review
In 1992, Vellgrove Ave in the City of Canning was selected for a trial using slag lime stabilisation of local limestone. Trial sections were constructed using a control section constructed with limestone sub-base, crushed granite road-base and thin asphalt surfacing, and two test sections, one with...
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| Format: | Conference Paper |
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Australian Geomechanics Society
2011
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| Online Access: | http://hdl.handle.net/20.500.11937/49521 |
| _version_ | 1848758256924622848 |
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| author | Leek, Colin |
| author2 | Mohamed A Shahin |
| author_facet | Mohamed A Shahin Leek, Colin |
| author_sort | Leek, Colin |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | In 1992, Vellgrove Ave in the City of Canning was selected for a trial using slag lime stabilisation of local limestone. Trial sections were constructed using a control section constructed with limestone sub-base, crushed granite road-base and thin asphalt surfacing, and two test sections, one with a slag-lime stabilised limestone sub-base with crushed granite road-base and the other with a limestone sub-base and slag-lime stabilised base course. The design life of the pavement sections was 20 years, which expires in 2012. This paper reports on the current condition and performance of the pavement as it nears the end of the design life. |
| first_indexed | 2025-11-14T09:41:06Z |
| format | Conference Paper |
| id | curtin-20.500.11937-49521 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T09:41:06Z |
| publishDate | 2011 |
| publisher | Australian Geomechanics Society |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-495212023-02-02T07:57:35Z Vellgrove Avenue, Canning Vale - A Case Study of Rehabilitation – 20 year review Leek, Colin Mohamed A Shahin Hamid R Nikraz limestone stabilisation slag-lime In 1992, Vellgrove Ave in the City of Canning was selected for a trial using slag lime stabilisation of local limestone. Trial sections were constructed using a control section constructed with limestone sub-base, crushed granite road-base and thin asphalt surfacing, and two test sections, one with a slag-lime stabilised limestone sub-base with crushed granite road-base and the other with a limestone sub-base and slag-lime stabilised base course. The design life of the pavement sections was 20 years, which expires in 2012. This paper reports on the current condition and performance of the pavement as it nears the end of the design life. 2011 Conference Paper http://hdl.handle.net/20.500.11937/49521 Australian Geomechanics Society restricted |
| spellingShingle | limestone stabilisation slag-lime Leek, Colin Vellgrove Avenue, Canning Vale - A Case Study of Rehabilitation – 20 year review |
| title | Vellgrove Avenue, Canning Vale - A Case Study of Rehabilitation – 20 year review |
| title_full | Vellgrove Avenue, Canning Vale - A Case Study of Rehabilitation – 20 year review |
| title_fullStr | Vellgrove Avenue, Canning Vale - A Case Study of Rehabilitation – 20 year review |
| title_full_unstemmed | Vellgrove Avenue, Canning Vale - A Case Study of Rehabilitation – 20 year review |
| title_short | Vellgrove Avenue, Canning Vale - A Case Study of Rehabilitation – 20 year review |
| title_sort | vellgrove avenue, canning vale - a case study of rehabilitation – 20 year review |
| topic | limestone stabilisation slag-lime |
| url | http://hdl.handle.net/20.500.11937/49521 |