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    Cα/Cc Concept Applied to Compression of Peat

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 008
    Author:
    Patrick J. Fox
    ,
    Tuncer B. Edil
    ,
    Li‐Tus Lan
    DOI: 10.1061/(ASCE)0733-9410(1992)118:8(1256)
    Publisher: American Society of Civil Engineers
    Abstract: Eight long-term multiple-stage-loading oedometer tests were performed on a fibrous peat from Middleton, Wisconsin. Both conventional-size and large specimens were treated with pore-pressure measurement. Load-increment duration and load-increment ratio were additional variables of the testing program. Time-settlement curves show that the coefficient of secondary compression (
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      Cα/Cc Concept Applied to Compression of Peat

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    https://yetl.yabesh.ir/yetl1/handle/yetl/21108
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    contributor authorPatrick J. Fox
    contributor authorTuncer B. Edil
    contributor authorLi‐Tus Lan
    date accessioned2017-05-08T20:36:38Z
    date available2017-05-08T20:36:38Z
    date copyrightAugust 1992
    date issued1992
    identifier other%28asce%290733-9410%281992%29118%3A8%281256%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21108
    description abstractEight long-term multiple-stage-loading oedometer tests were performed on a fibrous peat from Middleton, Wisconsin. Both conventional-size and large specimens were treated with pore-pressure measurement. Load-increment duration and load-increment ratio were additional variables of the testing program. Time-settlement curves show that the coefficient of secondary compression (
    publisherAmerican Society of Civil Engineers
    titleCα/Cc Concept Applied to Compression of Peat
    typeJournal Paper
    journal volume118
    journal issue8
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1992)118:8(1256)
    treeJournal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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