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    Laboratory Investigations of In Situ Stabilization of an Expansive Soil by Lime Precipitation Technique

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 007
    Author:
    T. Thyagaraj
    ,
    Samuel Zodinsanga
    DOI: 10.1061/(ASCE)MT.1943-5533.0001184
    Publisher: American Society of Civil Engineers
    Abstract: The present investigation examines the efficiency of an in situ lime precipitation technique in stabilizing expansive soil through laboratory-scale model tests. Expansive soil was compacted in a cylindrical mold and sequentially permeated with
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      Laboratory Investigations of In Situ Stabilization of an Expansive Soil by Lime Precipitation Technique

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/77882
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    contributor authorT. Thyagaraj
    contributor authorSamuel Zodinsanga
    date accessioned2017-05-08T22:19:57Z
    date available2017-05-08T22:19:57Z
    date copyrightJuly 2015
    date issued2015
    identifier other41216752.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77882
    description abstractThe present investigation examines the efficiency of an in situ lime precipitation technique in stabilizing expansive soil through laboratory-scale model tests. Expansive soil was compacted in a cylindrical mold and sequentially permeated with
    publisherAmerican Society of Civil Engineers
    titleLaboratory Investigations of In Situ Stabilization of an Expansive Soil by Lime Precipitation Technique
    typeJournal Paper
    journal volume27
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001184
    treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 007
    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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