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    One-Dimensional Compression of Sands at High Pressures

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author:
    Jerry A. Yamamuro
    ,
    Paul A. Bopp
    ,
    Poul V. Lade
    DOI: 10.1061/(ASCE)0733-9410(1996)122:2(147)
    Publisher: American Society of Civil Engineers
    Abstract: A one-dimensional testing apparatus was developed to test soils to axial stresses up to 850 MPa. The apparatus was instrumented with strain gauges such that lateral soil stresses, and therefore
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      One-Dimensional Compression of Sands at High Pressures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/21797
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    • Journal of Geotechnical Engineering

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    contributor authorJerry A. Yamamuro
    contributor authorPaul A. Bopp
    contributor authorPoul V. Lade
    date accessioned2017-05-08T20:37:57Z
    date available2017-05-08T20:37:57Z
    date copyrightFebruary 1996
    date issued1996
    identifier other%28asce%290733-9410%281996%29122%3A2%28147%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21797
    description abstractA one-dimensional testing apparatus was developed to test soils to axial stresses up to 850 MPa. The apparatus was instrumented with strain gauges such that lateral soil stresses, and therefore
    publisherAmerican Society of Civil Engineers
    titleOne-Dimensional Compression of Sands at High Pressures
    typeJournal Paper
    journal volume122
    journal issue2
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1996)122:2(147)
    treeJournal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 002
    contenttypeFulltext
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