The Permanent Deformation Criterion of Unbound Granular Materials (UGMS) Layer
This paper reports the permanent deformation evaluation of crushed rock under repeated cyclic loading triaxial tests performed at different stress levels, in order to improve permanent deformation prediction for unbound granular materials (UGMs). Road rutting is the main cause of damage inflexible p...
| Main Authors: | , , |
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| Other Authors: | |
| Format: | Conference Paper |
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International Committee on Road & Airfield Pavement Technology (ICPT)
2011
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| Online Access: | http://hdl.handle.net/20.500.11937/10523 |
| _version_ | 1848747555765092352 |
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| author | Siripun, Komsun Jitsangiam, Peerapong Nikraz, Hamid |
| author2 | Not listed |
| author_facet | Not listed Siripun, Komsun Jitsangiam, Peerapong Nikraz, Hamid |
| author_sort | Siripun, Komsun |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | This paper reports the permanent deformation evaluation of crushed rock under repeated cyclic loading triaxial tests performed at different stress levels, in order to improve permanent deformation prediction for unbound granular materials (UGMs). Road rutting is the main cause of damage inflexible pavements which the most explanation is crushed rock still not obviously understanding about plastic deformation under service load. The permanent deformation that accumulates under the repeated loading can normally describe and define the types of responses. Theoretical approach of the UGMs permanent deformation used to describe the behavior of tested materials subject to repeated cyclic loading triaxial (RLT) tests by macro-mechanical observations of the UGMs response. The plastic limit is able to use predict the accumulated plastic deformation in the UGMs layer of road pavement or whether deterioration will be unacceptable. Tested material will be determined the limit of working stress level and the plastic deformation should be considered in this behavior. The paper presents permanent deformation prediction. |
| first_indexed | 2025-11-14T06:51:01Z |
| format | Conference Paper |
| id | curtin-20.500.11937-10523 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T06:51:01Z |
| publishDate | 2011 |
| publisher | International Committee on Road & Airfield Pavement Technology (ICPT) |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-105232017-01-30T11:19:18Z The Permanent Deformation Criterion of Unbound Granular Materials (UGMS) Layer Siripun, Komsun Jitsangiam, Peerapong Nikraz, Hamid Not listed Permanent deformation unbound granular pavement This paper reports the permanent deformation evaluation of crushed rock under repeated cyclic loading triaxial tests performed at different stress levels, in order to improve permanent deformation prediction for unbound granular materials (UGMs). Road rutting is the main cause of damage inflexible pavements which the most explanation is crushed rock still not obviously understanding about plastic deformation under service load. The permanent deformation that accumulates under the repeated loading can normally describe and define the types of responses. Theoretical approach of the UGMs permanent deformation used to describe the behavior of tested materials subject to repeated cyclic loading triaxial (RLT) tests by macro-mechanical observations of the UGMs response. The plastic limit is able to use predict the accumulated plastic deformation in the UGMs layer of road pavement or whether deterioration will be unacceptable. Tested material will be determined the limit of working stress level and the plastic deformation should be considered in this behavior. The paper presents permanent deformation prediction. 2011 Conference Paper http://hdl.handle.net/20.500.11937/10523 International Committee on Road & Airfield Pavement Technology (ICPT) restricted |
| spellingShingle | Permanent deformation unbound granular pavement Siripun, Komsun Jitsangiam, Peerapong Nikraz, Hamid The Permanent Deformation Criterion of Unbound Granular Materials (UGMS) Layer |
| title | The Permanent Deformation Criterion of Unbound Granular Materials (UGMS) Layer |
| title_full | The Permanent Deformation Criterion of Unbound Granular Materials (UGMS) Layer |
| title_fullStr | The Permanent Deformation Criterion of Unbound Granular Materials (UGMS) Layer |
| title_full_unstemmed | The Permanent Deformation Criterion of Unbound Granular Materials (UGMS) Layer |
| title_short | The Permanent Deformation Criterion of Unbound Granular Materials (UGMS) Layer |
| title_sort | permanent deformation criterion of unbound granular materials (ugms) layer |
| topic | Permanent deformation unbound granular pavement |
| url | http://hdl.handle.net/20.500.11937/10523 |