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    Unit Weight of Water in Clayey Soil

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 003::page 04022134-1
    Author:
    Shengmin Luo
    ,
    Baochun Zhou
    ,
    Jing Peng
    ,
    William J. Likos
    ,
    Ning Lu
    DOI: 10.1061/JGGEFK.GTENG-10844
    Publisher: American Society of Civil Engineers
    Abstract: A soil water unit weight of 9.8  kN/m3 has been universally considered to quantify soil volumetric phase properties such as void ratio and degree of saturation, but has been found to greatly vary depending on soil type and the volume scale with which it is defined. Recent experimental and theoretical evidence has indicated that the unit weight of soil water can be significantly greater than 9.8  kN/m3 for clayey soils when gravimetric water content is less than 30%. A soil water unit weight as high as 18.8  kN/m3 is evident for some expansive soils at low water content. The significance of abnormally high water unit weight in quantifying soil phase volumes, saturation, and void ratio was experimentally assessed for various clayey soils and theoretically interpreted as a function of water content and soil type. For clayey soils with low liquid limit, average soil water unit weight can be as high as 12.5  kN/m3 for gravimetric water content less than 10%. This leads to an overestimation of liquid-phase saturation and void ratio by as much as 8% if a soil water unit weight of 9.8  kN/m3 is used. For clayey soil with a high liquid limit, the average soil water unit weight can be as high as 18.8  kN/m3 for water content less than 18%, leading to overestimation of liquid-phase saturation by as much as 36% and void ratio by as much as 20% if 9.8  kN/m3 is used. Charts were developed to estimate average soil water unit weight as a function of soil specific surface area and water content, and as a function of liquid limit and water content. The commonly used value of 9.8  kN/m3 for water unit weight can lead to significant errors in estimating phase volumes, void ratio, and saturation for clayey soils.
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      Unit Weight of Water in Clayey Soil

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4292701
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorShengmin Luo
    contributor authorBaochun Zhou
    contributor authorJing Peng
    contributor authorWilliam J. Likos
    contributor authorNing Lu
    date accessioned2023-08-16T19:03:55Z
    date available2023-08-16T19:03:55Z
    date issued2023/03/01
    identifier otherJGGEFK.GTENG-10844.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292701
    description abstractA soil water unit weight of 9.8  kN/m3 has been universally considered to quantify soil volumetric phase properties such as void ratio and degree of saturation, but has been found to greatly vary depending on soil type and the volume scale with which it is defined. Recent experimental and theoretical evidence has indicated that the unit weight of soil water can be significantly greater than 9.8  kN/m3 for clayey soils when gravimetric water content is less than 30%. A soil water unit weight as high as 18.8  kN/m3 is evident for some expansive soils at low water content. The significance of abnormally high water unit weight in quantifying soil phase volumes, saturation, and void ratio was experimentally assessed for various clayey soils and theoretically interpreted as a function of water content and soil type. For clayey soils with low liquid limit, average soil water unit weight can be as high as 12.5  kN/m3 for gravimetric water content less than 10%. This leads to an overestimation of liquid-phase saturation and void ratio by as much as 8% if a soil water unit weight of 9.8  kN/m3 is used. For clayey soil with a high liquid limit, the average soil water unit weight can be as high as 18.8  kN/m3 for water content less than 18%, leading to overestimation of liquid-phase saturation by as much as 36% and void ratio by as much as 20% if 9.8  kN/m3 is used. Charts were developed to estimate average soil water unit weight as a function of soil specific surface area and water content, and as a function of liquid limit and water content. The commonly used value of 9.8  kN/m3 for water unit weight can lead to significant errors in estimating phase volumes, void ratio, and saturation for clayey soils.
    publisherAmerican Society of Civil Engineers
    titleUnit Weight of Water in Clayey Soil
    typeJournal Article
    journal volume149
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-10844
    journal fristpage04022134-1
    journal lastpage04022134-17
    page17
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 003
    contenttypeFulltext
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