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    Pervious Concrete Pavement Performance Modeling Using the Bayesian Statistical Technique

    Source: Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 005
    Author:
    Amir Golroo
    ,
    Susan L. Tighe
    DOI: 10.1061/(ASCE)TE.1943-5436.0000363
    Publisher: American Society of Civil Engineers
    Abstract: Because 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.
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      Pervious Concrete Pavement Performance Modeling Using the Bayesian Statistical Technique

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/69372
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    • Journal of Transportation Engineering, Part A: Systems

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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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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian