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contributor authorAmir Golroo
contributor authorSusan L. Tighe
date accessioned2017-05-08T22:02:09Z
date available2017-05-08T22:02:09Z
date copyrightMay 2012
date issued2012
identifier other%28asce%29te%2E1943-5436%2E0000405.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69372
description abstractBecause pervious concrete pavement (PCP) has a porous structure and can percolate water to an underground layer, it has been proposed as a stormwater best management practice (BMP), an environmentally friendly product, and sustainable paving materials. This porosity makes PCP susceptible to freeze-thaw damage in cold climates. Therefore, PCP has not been widely applied and investigated in such a climate. Long-term performance data are rarely available, and no performance model has been developed for PCP to date. The main objective of this research is to integrate expert knowledge (using the Markov-chain process) and experimental data (PCP field investigations) to build a performance model for PCP through incorporation of the Bayesian technique. The combination of these sources of data is an efficient and effective approach to build a performance model for a new type of pavement, such as PCP, which has not had a long-term performance database. As a result, a robust linear performance model is developed and applied to predict the service life of PCP. The service life of PCP is estimated to be approximately nine years using the developed performance model. In general, the expert knowledge leads to more conservative results rather than experimental data.
publisherAmerican Society of Civil Engineers
titlePervious Concrete Pavement Performance Modeling Using the Bayesian Statistical Technique
typeJournal Paper
journal volume138
journal issue5
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000363
treeJournal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 005
contenttypeFulltext


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