Effects of Moisture Characteristics of Unbound Granular Base Course
This paper reports the deformation behaviour of crushed rock with unsaturated condition under repeated cyclic loading triaxial (RLT) tests performed at different stress levels, in order to investigate the effect of moisture content to crushed rock performances and permanent deformation behaviour. Ro...
| Main Authors: | , , |
|---|---|
| Other Authors: | |
| Format: | Conference Paper |
| Published: |
Engineers Australia
2010
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/11165 |
| _version_ | 1848747732624211968 |
|---|---|
| author | Siripun, Komsun Jitsangiam, Peerapong Nikraz, Hamid |
| author2 | Kian Teh |
| author_facet | Kian Teh Siripun, Komsun Jitsangiam, Peerapong Nikraz, Hamid |
| author_sort | Siripun, Komsun |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | This paper reports the deformation behaviour of crushed rock with unsaturated condition under repeated cyclic loading triaxial (RLT) tests performed at different stress levels, in order to investigate the effect of moisture content to crushed rock performances and permanent deformation behaviour. Road surface rutting is the core basis of damage in flexible pavements which the mainly significant is crushed rock still unclearly thoughtful regarding deformation behaviour under real situation. RLT test is used to describe the various deformation responses of unbound granular materials (UGMs) by macro-mechanical observations. The main study focused on the influence of the moisture content. Moreover permanent deformation behaviour of crushed rock will be investigated and limit ranges of crushed rock should be considered in pavement analysis and design. |
| first_indexed | 2025-11-14T06:53:50Z |
| format | Conference Paper |
| id | curtin-20.500.11937-11165 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T06:53:50Z |
| publishDate | 2010 |
| publisher | Engineers Australia |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-111652022-12-09T07:12:36Z Effects of Moisture Characteristics of Unbound Granular Base Course Siripun, Komsun Jitsangiam, Peerapong Nikraz, Hamid Kian Teh Ian Davies Ian Howard moisture effects unbound granular base course This paper reports the deformation behaviour of crushed rock with unsaturated condition under repeated cyclic loading triaxial (RLT) tests performed at different stress levels, in order to investigate the effect of moisture content to crushed rock performances and permanent deformation behaviour. Road surface rutting is the core basis of damage in flexible pavements which the mainly significant is crushed rock still unclearly thoughtful regarding deformation behaviour under real situation. RLT test is used to describe the various deformation responses of unbound granular materials (UGMs) by macro-mechanical observations. The main study focused on the influence of the moisture content. Moreover permanent deformation behaviour of crushed rock will be investigated and limit ranges of crushed rock should be considered in pavement analysis and design. 2010 Conference Paper http://hdl.handle.net/20.500.11937/11165 Engineers Australia restricted |
| spellingShingle | moisture effects unbound granular base course Siripun, Komsun Jitsangiam, Peerapong Nikraz, Hamid Effects of Moisture Characteristics of Unbound Granular Base Course |
| title | Effects of Moisture Characteristics of Unbound Granular Base Course |
| title_full | Effects of Moisture Characteristics of Unbound Granular Base Course |
| title_fullStr | Effects of Moisture Characteristics of Unbound Granular Base Course |
| title_full_unstemmed | Effects of Moisture Characteristics of Unbound Granular Base Course |
| title_short | Effects of Moisture Characteristics of Unbound Granular Base Course |
| title_sort | effects of moisture characteristics of unbound granular base course |
| topic | moisture effects unbound granular base course |
| url | http://hdl.handle.net/20.500.11937/11165 |