Highway accelerated loading instrument (HALI) testing on permanent deformation for concrete block pavement
Experiment concrete block pavements (CBP) are essential to study and assess the structural pavement performance. Accelerated loading testing is able to determine the pavement response and performance under a controlled, accelerated, accumulation of damage in a compressed time period. A test was perf...
Saved in:
| Main Authors: | , , |
|---|---|
| Format: | Conference or Workshop Item |
| Language: | en |
| Published: |
2007
|
| Subjects: | |
| Online Access: | http://eprints.utm.my/7832/1/LingTungChai2007_Highway_accelerated_loading_instrument_%28HALI%29_testing.pdf http://eprints.utm.my/7832/ |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1845471891363463168 |
|---|---|
| author | Ling, Tung Chai Md. Nor, Hasanan Ming, Fai Chow |
| author_facet | Ling, Tung Chai Md. Nor, Hasanan Ming, Fai Chow |
| author_sort | Ling, Tung Chai |
| building | UTM Library |
| collection | Institutional Repository |
| content_provider | Universiti Teknologi Malaysia |
| content_source | UTM Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Experiment concrete block pavements (CBP) are essential to study and assess the structural pavement performance. Accelerated loading testing is able to determine the pavement response and performance under a controlled, accelerated, accumulation of damage in a compressed time period. A test was performed in laboratory to investigate the permanent deformation development under Highway Accelerated Loading Instrument (HALI). A CBP model constructed from the bottom with hard neoprene, bedding sand and paving blocks filled with jointing sand was prepared and tested. Up to 2500 cycles load repetitions of a 1000 kg single wheel load were applied to the pavement model. The pavement deformation development was studied through its transverse deformation profile, mean rut depth in the wheel path, longitudinal rut depth profile and joint width between paving blocks. Test results indicated that the rut depth increase with increasing number of load repetitions and also the heaves at each side of the wheel path. It has also shown that the constant deformation, accelerating and braking sections of the pavement have been observed and determined |
| format | Conference or Workshop Item |
| id | my.utm.eprints-7832 |
| institution | Universiti Teknologi Malaysia |
| language | en |
| publishDate | 2007 |
| record_format | eprints |
| spelling | my.utm.eprints-78322010-06-02T01:48:38Z http://eprints.utm.my/7832/ Highway accelerated loading instrument (HALI) testing on permanent deformation for concrete block pavement Ling, Tung Chai Md. Nor, Hasanan Ming, Fai Chow TE Highway engineering. Roads and pavements TA Engineering (General). Civil engineering (General) Experiment concrete block pavements (CBP) are essential to study and assess the structural pavement performance. Accelerated loading testing is able to determine the pavement response and performance under a controlled, accelerated, accumulation of damage in a compressed time period. A test was performed in laboratory to investigate the permanent deformation development under Highway Accelerated Loading Instrument (HALI). A CBP model constructed from the bottom with hard neoprene, bedding sand and paving blocks filled with jointing sand was prepared and tested. Up to 2500 cycles load repetitions of a 1000 kg single wheel load were applied to the pavement model. The pavement deformation development was studied through its transverse deformation profile, mean rut depth in the wheel path, longitudinal rut depth profile and joint width between paving blocks. Test results indicated that the rut depth increase with increasing number of load repetitions and also the heaves at each side of the wheel path. It has also shown that the constant deformation, accelerating and braking sections of the pavement have been observed and determined 2007 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/7832/1/LingTungChai2007_Highway_accelerated_loading_instrument_%28HALI%29_testing.pdf Ling, Tung Chai and Md. Nor, Hasanan and Ming, Fai Chow (2007) Highway accelerated loading instrument (HALI) testing on permanent deformation for concrete block pavement. In: 7th Malaysia Road Conference 2007, 17th - 19th July 2007, Kuala Lumpur, Malaysia. |
| spellingShingle | TE Highway engineering. Roads and pavements TA Engineering (General). Civil engineering (General) Ling, Tung Chai Md. Nor, Hasanan Ming, Fai Chow Highway accelerated loading instrument (HALI) testing on permanent deformation for concrete block pavement |
| title | Highway accelerated loading instrument (HALI) testing on permanent deformation for concrete block pavement |
| title_full | Highway accelerated loading instrument (HALI) testing on permanent deformation for concrete block pavement |
| title_fullStr | Highway accelerated loading instrument (HALI) testing on permanent deformation for concrete block pavement |
| title_full_unstemmed | Highway accelerated loading instrument (HALI) testing on permanent deformation for concrete block pavement |
| title_short | Highway accelerated loading instrument (HALI) testing on permanent deformation for concrete block pavement |
| title_sort | highway accelerated loading instrument (hali) testing on permanent deformation for concrete block pavement |
| topic | TE Highway engineering. Roads and pavements TA Engineering (General). Civil engineering (General) |
| url | http://eprints.utm.my/7832/1/LingTungChai2007_Highway_accelerated_loading_instrument_%28HALI%29_testing.pdf http://eprints.utm.my/7832/ |
| url_provider | http://eprints.utm.my/ |