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    A Laboratory Study of Blast Densification of Saturated Sand

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author:
    Charles H. Dowding
    ,
    Roman D. Hryciw
    DOI: 10.1061/(ASCE)0733-9410(1986)112:2(187)
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory tests have been conducted to investigate the potential of millisecond delays in blast‐densification of saturated cohesionless sand. A large liquefaction tank was used to prepare and contain the sand. Commercially available blasting caps were used as the explosive. Cone penetration tests and sand surface elevation changes were measured. In addition to lowering the peak body wave ground motions, densification with millisecond delays was shown to be comparable to densification by a single large blast with a total charge weight equal to the sum of the delays. Increases in cone penetration resistance were measured 10–40 cm (4–16 in.) from the charges. A gradual increase in point resistance was observed with time after each blast. The increase in penetration resistance may be attributed to gradual improvement of intergranular bonds and dissipation of explosion created gases.
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      A Laboratory Study of Blast Densification of Saturated Sand

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19861
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    contributor authorCharles H. Dowding
    contributor authorRoman D. Hryciw
    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%28187%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19861
    description abstractLaboratory tests have been conducted to investigate the potential of millisecond delays in blast‐densification of saturated cohesionless sand. A large liquefaction tank was used to prepare and contain the sand. Commercially available blasting caps were used as the explosive. Cone penetration tests and sand surface elevation changes were measured. In addition to lowering the peak body wave ground motions, densification with millisecond delays was shown to be comparable to densification by a single large blast with a total charge weight equal to the sum of the delays. Increases in cone penetration resistance were measured 10–40 cm (4–16 in.) from the charges. A gradual increase in point resistance was observed with time after each blast. The increase in penetration resistance may be attributed to gradual improvement of intergranular bonds and dissipation of explosion created gases.
    publisherAmerican Society of Civil Engineers
    titleA Laboratory Study of Blast Densification of Saturated Sand
    typeJournal Paper
    journal volume112
    journal issue2
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1986)112:2(187)
    treeJournal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 002
    contenttypeFulltext
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