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    Influence of Profile Specification on International Roughness Index

    Source: Journal of Infrastructure Systems:;2019:;Volume ( 025 ):;issue: 002
    Author:
    Peter Múčka
    DOI: 10.1061/(ASCE)IS.1943-555X.0000478
    Publisher: American Society of Civil Engineers
    Abstract: This paper addressed an important question of selection of wheel path(s) for International Roughness Index (IRI) or Mean Roughness Index (MRI) estimation. Twenty-one IRI/MRI alternatives of wheel path position(s) (single path and two parallel paths) were estimated. Sixteen parallel records of longitudinal profiles and a road network with a total length of approximately 12,000 km were processed. The correlation between simulated vehicle vibration response and IRI/MRI alternatives was evaluated. Vibration response was calculated on a passenger full-car model. The influence of vibration response category (ride comfort and vehicle controllability and safety), road category (motorways, first-class roads, and second-class roads), and report interval of IRI (20 and 100 m) on the results was analyzed. The best correlation was established for parallel profiles that were in the lateral distance of 15–30 cm of vehicle excitation profiles. A stronger correlation was identified for single path near the right (outer) wheel path for motorways. A weaker correlation was identified for the left (inner) wheel path or two parallel profiles localized further than 30 cm from excitation profiles. The same correlation coefficients were calculated for most of the IRI/MRI alternatives and the 100-m report interval of IRI.
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      Influence of Profile Specification on International Roughness Index

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    contributor authorPeter Múčka
    date accessioned2019-03-10T12:15:21Z
    date available2019-03-10T12:15:21Z
    date issued2019
    identifier other%28ASCE%29IS.1943-555X.0000478.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255213
    description abstractThis paper addressed an important question of selection of wheel path(s) for International Roughness Index (IRI) or Mean Roughness Index (MRI) estimation. Twenty-one IRI/MRI alternatives of wheel path position(s) (single path and two parallel paths) were estimated. Sixteen parallel records of longitudinal profiles and a road network with a total length of approximately 12,000 km were processed. The correlation between simulated vehicle vibration response and IRI/MRI alternatives was evaluated. Vibration response was calculated on a passenger full-car model. The influence of vibration response category (ride comfort and vehicle controllability and safety), road category (motorways, first-class roads, and second-class roads), and report interval of IRI (20 and 100 m) on the results was analyzed. The best correlation was established for parallel profiles that were in the lateral distance of 15–30 cm of vehicle excitation profiles. A stronger correlation was identified for single path near the right (outer) wheel path for motorways. A weaker correlation was identified for the left (inner) wheel path or two parallel profiles localized further than 30 cm from excitation profiles. The same correlation coefficients were calculated for most of the IRI/MRI alternatives and the 100-m report interval of IRI.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Profile Specification on International Roughness Index
    typeJournal Paper
    journal volume25
    journal issue2
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)IS.1943-555X.0000478
    page04019005
    treeJournal of Infrastructure Systems:;2019:;Volume ( 025 ):;issue: 002
    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