The effects of moisture characteristics of Crushed Rock Base (CRB)
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...
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| Other Authors: | |
| Format: | Conference Paper |
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American Society of Civil Engineers (ASCE)
2011
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| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/21489 |
| _version_ | 1848750604595232768 |
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| author | Siripun, Komsun Jitsangiam, Peerapong Nikraz, Hamid |
| author2 | Jie Han |
| author_facet | Jie Han 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 | 2025-11-14T07:39:28Z |
| format | Conference Paper |
| id | curtin-20.500.11937-21489 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T07:39:28Z |
| publishDate | 2011 |
| publisher | American Society of Civil Engineers (ASCE) |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-214892023-01-27T05:26:32Z The effects of moisture characteristics of Crushed Rock Base (CRB) Siripun, Komsun Jitsangiam, Peerapong Nikraz, Hamid Jie Han Daniel A Alzamora Soil deformation Pavements Moisture Rocks 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. 2011 Conference Paper http://hdl.handle.net/20.500.11937/21489 American Society of Civil Engineers (ASCE) restricted |
| spellingShingle | Soil deformation Pavements Moisture Rocks Siripun, Komsun Jitsangiam, Peerapong Nikraz, Hamid The effects of moisture characteristics of Crushed Rock Base (CRB) |
| title | The effects of moisture characteristics of Crushed Rock Base (CRB) |
| title_full | The effects of moisture characteristics of Crushed Rock Base (CRB) |
| title_fullStr | The effects of moisture characteristics of Crushed Rock Base (CRB) |
| title_full_unstemmed | The effects of moisture characteristics of Crushed Rock Base (CRB) |
| title_short | The effects of moisture characteristics of Crushed Rock Base (CRB) |
| title_sort | effects of moisture characteristics of crushed rock base (crb) |
| topic | Soil deformation Pavements Moisture Rocks |
| url | http://hdl.handle.net/20.500.11937/21489 |