Application of road deterioration simulation model for prediciting initiation and progression of cracks on road pavement

Application of road deterioration simulation model for prediciting initiation and progression of cracks on road pavement

In order to be able to predict the life-cycle of road pavement, a model that is capable of predicting any changes of road pavement condition in future is needed. The model should consider the current condition, pavement strength, age characteristics, environment, incremental time and incremental tra...

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Main Author: Wiyono, Sugeng
Format: Thesis
Language:English
Published: 2006
Subjects:
TE Highway engineering
Roads and pavements
Online Access:http://eprints.utm.my/id/eprint/18638/1/SugengWiyonoPFKA2006.pdf
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spelling my-utm-ep.186382018-09-17T03:47:04Z Application of road deterioration simulation model for prediciting initiation and progression of cracks on road pavement 2006-01 Wiyono, Sugeng TE Highway engineering. Roads and pavements In order to be able to predict the life-cycle of road pavement, a model that is capable of predicting any changes of road pavement condition in future is needed. The model should consider the current condition, pavement strength, age characteristics, environment, incremental time and incremental traffic. The aim of this study is to investigate and to develop a simulation model that can predict road pavement deterioration for flexible pavement on rural single carriageway roads. Priority of the model is initiation, development and progression of cracking. The aim of the study can be achieved by developing a computer simulation model that can predict road deterioration and road performance. This research developed coefficients of each model that agree to local condition based on observed data that were collected for 1.5 years. The simulations show that in general model of vehicle arrival are Poisson distribution. In addition, it was discovered that the development of crack was not individual but there was a relationship between each type of crack. These models were able to predict progression of cracking with R²= 0.5925 to 0.8765 which were more appropriate than the existing model. The coefficients of crack initiation model were different than the existing models that were 5.7% to 20% for AMAP (Asphalt Mix on Asphalt Pavement), 2.8% to 16.2% for AMSB (Asphalt Mix on Stabilized Base) and 1.6% to 2.2% for AMGB (Asphalt Mix on Granular Base). While progression of cracking are 8% to 75% for AMAP (Asphalt Mix on Asphalt Pavement), 4% up to 16.6% for AMSB (Asphalt Mix on Stabilized Base), 0% to 25.6% for AMGB (Asphalt Mix on Granular Base). In addition, the cracking model can be used as guide for maintenance intervention criteria. 2006-01 Thesis http://eprints.utm.my/id/eprint/18638/ http://eprints.utm.my/id/eprint/18638/1/SugengWiyonoPFKA2006.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:72649?site_name=Restricted Repository phd doctoral Universiti Teknologi Malaysia, Faculty of Civil engineering Faculty of Civil Engineering
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
language English
topic TE Highway engineering
Roads and pavements
spellingShingle TE Highway engineering
Roads and pavements
Wiyono, Sugeng
Application of road deterioration simulation model for prediciting initiation and progression of cracks on road pavement
description In order to be able to predict the life-cycle of road pavement, a model that is capable of predicting any changes of road pavement condition in future is needed. The model should consider the current condition, pavement strength, age characteristics, environment, incremental time and incremental traffic. The aim of this study is to investigate and to develop a simulation model that can predict road pavement deterioration for flexible pavement on rural single carriageway roads. Priority of the model is initiation, development and progression of cracking. The aim of the study can be achieved by developing a computer simulation model that can predict road deterioration and road performance. This research developed coefficients of each model that agree to local condition based on observed data that were collected for 1.5 years. The simulations show that in general model of vehicle arrival are Poisson distribution. In addition, it was discovered that the development of crack was not individual but there was a relationship between each type of crack. These models were able to predict progression of cracking with R²= 0.5925 to 0.8765 which were more appropriate than the existing model. The coefficients of crack initiation model were different than the existing models that were 5.7% to 20% for AMAP (Asphalt Mix on Asphalt Pavement), 2.8% to 16.2% for AMSB (Asphalt Mix on Stabilized Base) and 1.6% to 2.2% for AMGB (Asphalt Mix on Granular Base). While progression of cracking are 8% to 75% for AMAP (Asphalt Mix on Asphalt Pavement), 4% up to 16.6% for AMSB (Asphalt Mix on Stabilized Base), 0% to 25.6% for AMGB (Asphalt Mix on Granular Base). In addition, the cracking model can be used as guide for maintenance intervention criteria.
format Thesis
qualification_name Doctor of Philosophy (PhD.)
qualification_level Doctorate
author Wiyono, Sugeng
author_facet Wiyono, Sugeng
author_sort Wiyono, Sugeng
title Application of road deterioration simulation model for prediciting initiation and progression of cracks on road pavement
title_short Application of road deterioration simulation model for prediciting initiation and progression of cracks on road pavement
title_full Application of road deterioration simulation model for prediciting initiation and progression of cracks on road pavement
title_fullStr Application of road deterioration simulation model for prediciting initiation and progression of cracks on road pavement
title_full_unstemmed Application of road deterioration simulation model for prediciting initiation and progression of cracks on road pavement
title_sort application of road deterioration simulation model for prediciting initiation and progression of cracks on road pavement
granting_institution Universiti Teknologi Malaysia, Faculty of Civil engineering
granting_department Faculty of Civil Engineering
publishDate 2006
url http://eprints.utm.my/id/eprint/18638/1/SugengWiyonoPFKA2006.pdf
_version_ 1747815322325352448

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