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    Optimum Moisture Content for Dynamic Compaction of Collapsible Soils

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 008
    Author:
    Kyle M. Rollins
    ,
    Stan J. Jorgensen
    ,
    Todd E. Ross
    DOI: 10.1061/(ASCE)1090-0241(1998)124:8(699)
    Publisher: American Society of Civil Engineers
    Abstract: The influence of moisture content on dynamic compaction efficiency was evaluated at six field test cells, each with a progressively higher average moisture content. The soil profile consisted of collapsible sandy silt, and average test cell moisture contents ranged from 6% to 20%. At each cell, compaction was performed with a 4.54 t weight dropped from a height of 24.3 m. Compaction efficiency was evaluated using (1) crater depth measurements, (2) cone penetration tests before and after compaction, and (3) undisturbed samples before and after compaction. Crater depth increased by a factor of 4 as moisture content increased. The degree of improvement increased up to a moisture content of about 17% and then decreased. The optimum moisture content and the maximum dry unit weight are similar to those predicted by laboratory Proctor testing using energy levels comparable to those employed in the field. Maximum dry unit weight decreased with depth, while optimum moisture content increased before the compactive energy decreased with depth below the impact point.
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      Optimum Moisture Content for Dynamic Compaction of Collapsible Soils

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/51570
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorKyle M. Rollins
    contributor authorStan J. Jorgensen
    contributor authorTodd E. Ross
    date accessioned2017-05-08T21:26:27Z
    date available2017-05-08T21:26:27Z
    date copyrightAugust 1998
    date issued1998
    identifier other%28asce%291090-0241%281998%29124%3A8%28699%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51570
    description abstractThe influence of moisture content on dynamic compaction efficiency was evaluated at six field test cells, each with a progressively higher average moisture content. The soil profile consisted of collapsible sandy silt, and average test cell moisture contents ranged from 6% to 20%. At each cell, compaction was performed with a 4.54 t weight dropped from a height of 24.3 m. Compaction efficiency was evaluated using (1) crater depth measurements, (2) cone penetration tests before and after compaction, and (3) undisturbed samples before and after compaction. Crater depth increased by a factor of 4 as moisture content increased. The degree of improvement increased up to a moisture content of about 17% and then decreased. The optimum moisture content and the maximum dry unit weight are similar to those predicted by laboratory Proctor testing using energy levels comparable to those employed in the field. Maximum dry unit weight decreased with depth, while optimum moisture content increased before the compactive energy decreased with depth below the impact point.
    publisherAmerican Society of Civil Engineers
    titleOptimum Moisture Content for Dynamic Compaction of Collapsible Soils
    typeJournal Paper
    journal volume124
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1998)124:8(699)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 008
    contenttypeFulltext
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