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    Comprehensive Monitoring Systems for Measuring Subgrade Moisture Conditions

    Source: Journal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 005
    Author:
    N. Randy Rainwater
    ,
    Ronald E. Yoder
    ,
    Eric C. Drumm
    ,
    Glenn V. Wilson
    DOI: 10.1061/(ASCE)0733-947X(1999)125:5(439)
    Publisher: American Society of Civil Engineers
    Abstract: Subgrade resilient modulus is highly dependent on water content, which can vary significantly with a number of environmental factors. Four sites across the state of Tennessee were instrumented with comprehensive monitoring systems that collect meteorologic, subgrade water content, infiltration, and temperature data. These data will be used to develop a rational method to account for environmental effects (e.g., seasonal changes in subgrade water content, in flexible pavement design). Multiple-segment TDR probes were placed horizontally in the soil subgrade, in the stone subgrade, and in the asphalt stabilized base, and single-segment probes were placed in the asphaltic concrete of the roadway sections. Tension-free pan lysimeters were installed at three of the test sites to measure infiltration through the pavement layers. Temperature sensors were installed in the soil subgrade and in the stone base at the same elevations as the TDR probes, and at three elevations in the top 200 mm of the pavement. Each site was instrumented with a weather station that monitors relative humidity, air temperature, rainfall, wind speed, and solar radiation. The preliminary data indicate changes in water content in the stone base layer that correlate with rainfall, and a small seasonal change in subgrade water content. Data from a test site where the pavement surface layer is not in place indicate that the asphaltic layers below the surface layer are permeable during significant rainfall events and that water appears to move freely through the asphalt stabilized base layer.
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      Comprehensive Monitoring Systems for Measuring Subgrade Moisture Conditions

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    https://yetl.yabesh.ir/yetl1/handle/yetl/37212
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorN. Randy Rainwater
    contributor authorRonald E. Yoder
    contributor authorEric C. Drumm
    contributor authorGlenn V. Wilson
    date accessioned2017-05-08T21:03:49Z
    date available2017-05-08T21:03:49Z
    date copyrightSeptember 1999
    date issued1999
    identifier other%28asce%290733-947x%281999%29125%3A5%28439%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37212
    description abstractSubgrade resilient modulus is highly dependent on water content, which can vary significantly with a number of environmental factors. Four sites across the state of Tennessee were instrumented with comprehensive monitoring systems that collect meteorologic, subgrade water content, infiltration, and temperature data. These data will be used to develop a rational method to account for environmental effects (e.g., seasonal changes in subgrade water content, in flexible pavement design). Multiple-segment TDR probes were placed horizontally in the soil subgrade, in the stone subgrade, and in the asphalt stabilized base, and single-segment probes were placed in the asphaltic concrete of the roadway sections. Tension-free pan lysimeters were installed at three of the test sites to measure infiltration through the pavement layers. Temperature sensors were installed in the soil subgrade and in the stone base at the same elevations as the TDR probes, and at three elevations in the top 200 mm of the pavement. Each site was instrumented with a weather station that monitors relative humidity, air temperature, rainfall, wind speed, and solar radiation. The preliminary data indicate changes in water content in the stone base layer that correlate with rainfall, and a small seasonal change in subgrade water content. Data from a test site where the pavement surface layer is not in place indicate that the asphaltic layers below the surface layer are permeable during significant rainfall events and that water appears to move freely through the asphalt stabilized base layer.
    publisherAmerican Society of Civil Engineers
    titleComprehensive Monitoring Systems for Measuring Subgrade Moisture Conditions
    typeJournal Paper
    journal volume125
    journal issue5
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1999)125:5(439)
    treeJournal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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