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    Fuzzy-Based Method to Evaluate Soil Corrosivity for Prediction of Water Main Deterioration

    Source: Journal of Infrastructure Systems:;2004:;Volume ( 010 ):;issue: 004
    Author:
    Rehan Sadiq
    ,
    Balvant Rajani
    ,
    Yehuda Kleiner
    DOI: 10.1061/(ASCE)1076-0342(2004)10:4(149)
    Publisher: American Society of Civil Engineers
    Abstract: A fuzzy-based method is proposed to evaluate soil corrosivity from soil properties such as soil resistivity, pH, redox potential, sulfide content, and soil type. The fuzzy-based method considers three levels of soil corrosivity, noncorrosive, moderately corrosive, and corrosive. This is in contrast to the commonly used 10-point scoring (10-P) method that has only two classes, corrosive and noncorrosive. Membership functions for each of the soil properties are used to quantify their affinity to the level of soil corrosivity. These membership values form an evaluation matrix from which a weighted vector is developed using pair-wise soil property comparisons. The final classification is determined from the cross product of the weighted vector and the evaluation matrix. Two case studies are examined to validate the application of the proposed fuzzy-based method to predict soil corrosivity, and the results are compared to the 10-P method. Both case studies showed that the fuzzy-based method outperformed the 10-P method.
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      Fuzzy-Based Method to Evaluate Soil Corrosivity for Prediction of Water Main Deterioration

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/48211
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    • Journal of Infrastructure Systems

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    contributor authorRehan Sadiq
    contributor authorBalvant Rajani
    contributor authorYehuda Kleiner
    date accessioned2017-05-08T21:21:22Z
    date available2017-05-08T21:21:22Z
    date copyrightDecember 2004
    date issued2004
    identifier other%28asce%291076-0342%282004%2910%3A4%28149%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48211
    description abstractA fuzzy-based method is proposed to evaluate soil corrosivity from soil properties such as soil resistivity, pH, redox potential, sulfide content, and soil type. The fuzzy-based method considers three levels of soil corrosivity, noncorrosive, moderately corrosive, and corrosive. This is in contrast to the commonly used 10-point scoring (10-P) method that has only two classes, corrosive and noncorrosive. Membership functions for each of the soil properties are used to quantify their affinity to the level of soil corrosivity. These membership values form an evaluation matrix from which a weighted vector is developed using pair-wise soil property comparisons. The final classification is determined from the cross product of the weighted vector and the evaluation matrix. Two case studies are examined to validate the application of the proposed fuzzy-based method to predict soil corrosivity, and the results are compared to the 10-P method. Both case studies showed that the fuzzy-based method outperformed the 10-P method.
    publisherAmerican Society of Civil Engineers
    titleFuzzy-Based Method to Evaluate Soil Corrosivity for Prediction of Water Main Deterioration
    typeJournal Paper
    journal volume10
    journal issue4
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)1076-0342(2004)10:4(149)
    treeJournal of Infrastructure Systems:;2004:;Volume ( 010 ):;issue: 004
    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
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