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    Research and Prediction Model of Consolidation Permeability Test for Remolded Soil

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005::page 04026061-1
    Author:
    Zhang, Junteng
    DOI: 10.1061/IJGNAI.GMENG-12713
    Publisher: American Society of Civil Engineers
    Abstract: Abstract At present, the model for predicting the permeability coefficient of soil is not only mathematically complex but also requires multiple parameters to be determined through tedious permeability tests to obtain analytical solutions. To seek a ... Practical Applications The permeability coefficient prediction model established in this study can directly serve geotechnical engineering practice: in the treatment of high liquid limit viscous soil foundation in Fuzhou, China, and similar areas, ...
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      Research and Prediction Model of Consolidation Permeability Test for Remolded Soil

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313963
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    contributor authorZhang, Junteng
    date accessioned2026-08-20T21:06:36Z
    date available2026-08-20T21:06:36Z
    date copyright2026/02/18
    date issued2026
    identifier otherIJGNAI.GMENG-12713.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313963
    description abstractAbstract At present, the model for predicting the permeability coefficient of soil is not only mathematically complex but also requires multiple parameters to be determined through tedious permeability tests to obtain analytical solutions. To seek a ... Practical Applications The permeability coefficient prediction model established in this study can directly serve geotechnical engineering practice: in the treatment of high liquid limit viscous soil foundation in Fuzhou, China, and similar areas, ...
    publisherAmerican Society of Civil Engineers
    titleResearch and Prediction Model of Consolidation Permeability Test for Remolded Soil
    typeJournal Article
    journal volume26
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12713
    journal fristpage04026061-1
    journal lastpage04026061-11
    page11
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005
    contenttypeFulltext
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