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    Pattern of Volume Change Development

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author:
    Kanakapura S. Subba Rao
    ,
    Gifferd C. Satyadas
    DOI: 10.1061/(ASCE)0733-9410(1986)112:2(203)
    Publisher: American Society of Civil Engineers
    Abstract: If volume changes followed a definite pattern of development, the ability to predict the behavior of structures, schedule construction, select techniques and make decisions would be greatly improved. This note shows that all types of volume change follow a unique trend of trilinear development with time on a log-log plot. Laboratory and field data from literature on swelling, field settlement, heave and rebound are used to illustrate the trend of three-phase development of volume change. In addition, laboratory measurements of volumetric and one-dimensional linear shrinkage of compacted clay are presented to show that shrinkage also follows a three-phase development.
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      Pattern of Volume Change Development

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19862
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    contributor authorKanakapura S. Subba Rao
    contributor authorGifferd C. Satyadas
    date accessioned2017-05-08T20:34:13Z
    date available2017-05-08T20:34:13Z
    date copyrightFebruary 1986
    date issued1986
    identifier other%28asce%290733-9410%281986%29112%3A2%28203%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19862
    description abstractIf volume changes followed a definite pattern of development, the ability to predict the behavior of structures, schedule construction, select techniques and make decisions would be greatly improved. This note shows that all types of volume change follow a unique trend of trilinear development with time on a log-log plot. Laboratory and field data from literature on swelling, field settlement, heave and rebound are used to illustrate the trend of three-phase development of volume change. In addition, laboratory measurements of volumetric and one-dimensional linear shrinkage of compacted clay are presented to show that shrinkage also follows a three-phase development.
    publisherAmerican Society of Civil Engineers
    titlePattern of Volume Change Development
    typeJournal Paper
    journal volume112
    journal issue2
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1986)112:2(203)
    treeJournal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 002
    contenttypeFulltext
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