Potential modeling of pavement deterioration rate due to cracking
Bitumen pavements tend to crack at some point of their life under the combined action of traffic and the environment. These cracks are defects in the pavement surfacing which weakens the pavement and allows water to penetrate and cause further weakening. Once initiated, cracking usually increases in...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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Universiti Malaysia Sarawak, (UNIMAS)
2009
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| Online Access: | http://ir.unimas.my/id/eprint/3105/ http://ir.unimas.my/id/eprint/3105/1/Potential%20modeling%20of%20pavement%20deterioration%20rate%20due%20to%20cracking.pdf |
| _version_ | 1848835142073712640 |
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| author | Wee, S.Y Chan, R.A.@R.B. Razali, I. |
| author_facet | Wee, S.Y Chan, R.A.@R.B. Razali, I. |
| author_sort | Wee, S.Y |
| building | UNIMAS Institutional Repository |
| collection | Online Access |
| description | Bitumen pavements tend to crack at some point of their life under the combined action of traffic and the environment. These cracks are defects in the pavement surfacing which weakens the pavement and allows water to penetrate and cause further weakening. Once initiated, cracking usually increases in extent, severity and intensity, leading eventually to pavement failure. Cracking has therefore been an important indicator for road pavement maintenance. |
| first_indexed | 2025-11-15T06:03:10Z |
| format | Article |
| id | unimas-3105 |
| institution | Universiti Malaysia Sarawak |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T06:03:10Z |
| publishDate | 2009 |
| publisher | Universiti Malaysia Sarawak, (UNIMAS) |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | unimas-31052015-03-23T03:49:51Z http://ir.unimas.my/id/eprint/3105/ Potential modeling of pavement deterioration rate due to cracking Wee, S.Y Chan, R.A.@R.B. Razali, I. TD Environmental technology. Sanitary engineering Bitumen pavements tend to crack at some point of their life under the combined action of traffic and the environment. These cracks are defects in the pavement surfacing which weakens the pavement and allows water to penetrate and cause further weakening. Once initiated, cracking usually increases in extent, severity and intensity, leading eventually to pavement failure. Cracking has therefore been an important indicator for road pavement maintenance. Universiti Malaysia Sarawak, (UNIMAS) 2009 Article NonPeerReviewed text en http://ir.unimas.my/id/eprint/3105/1/Potential%20modeling%20of%20pavement%20deterioration%20rate%20due%20to%20cracking.pdf Wee, S.Y and Chan, R.A.@R.B. and Razali, I. (2009) Potential modeling of pavement deterioration rate due to cracking. UNIMAS E-Journal of civil Engineering, 1 (1). |
| spellingShingle | TD Environmental technology. Sanitary engineering Wee, S.Y Chan, R.A.@R.B. Razali, I. Potential modeling of pavement deterioration rate due to cracking |
| title | Potential modeling of pavement deterioration rate due to cracking |
| title_full | Potential modeling of pavement deterioration rate due to cracking |
| title_fullStr | Potential modeling of pavement deterioration rate due to cracking |
| title_full_unstemmed | Potential modeling of pavement deterioration rate due to cracking |
| title_short | Potential modeling of pavement deterioration rate due to cracking |
| title_sort | potential modeling of pavement deterioration rate due to cracking |
| topic | TD Environmental technology. Sanitary engineering |
| url | http://ir.unimas.my/id/eprint/3105/ http://ir.unimas.my/id/eprint/3105/1/Potential%20modeling%20of%20pavement%20deterioration%20rate%20due%20to%20cracking.pdf |