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    Experimental and Numerical Study on Ground Shock in Loess under Ground Surface Explosions

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008::page 04025145-1
    Author:
    Haimin Qian
    ,
    Yahao Pan
    ,
    Zhouhong Zong
    DOI: 10.1061/IJGNAI.GMENG-10776
    Publisher: American Society of Civil Engineers
    Abstract: To study the ground shock in loess soil subjected to ground surface explosion, field tests were conducted with the scaled distance of measuring points ranging from 0.328 to 1.73 m/kg1/3. Then, a refined numerical model was established using LS-DYNA and validated by experimental results. The widely used TM 5-855-1 manual for calculating ground shock loads was critically examined, revealing limitations in predicting impulse for scaled distances longer than 0.5 m/kg1/3. Accelerations calculated by the TM 5-855-1 manual and the China empirical formula underestimated measured data, with maximal errors reaching −86% and −80.1%, respectively. The recommended tr/ta of the TM 5-855-1 manual differed significantly from experimental and numerical results. Finally, modified formulas for ground shock load calculation in loess soil subjected to ground surface explosion were proposed, which is applicable in the scaled distance ranging from 0.35 to 2.0 m/kg1/3. The modified formulas accurately predict peak pressure, impulse, and rising time, serving as valuable references for ground shock load calculations in loess soil.
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      Experimental and Numerical Study on Ground Shock in Loess under Ground Surface Explosions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307891
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    contributor authorHaimin Qian
    contributor authorYahao Pan
    contributor authorZhouhong Zong
    date accessioned2025-08-17T23:05:27Z
    date available2025-08-17T23:05:27Z
    date copyright8/1/2025 12:00:00 AM
    date issued2025
    identifier otherIJGNAI.GMENG-10776.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307891
    description abstractTo study the ground shock in loess soil subjected to ground surface explosion, field tests were conducted with the scaled distance of measuring points ranging from 0.328 to 1.73 m/kg1/3. Then, a refined numerical model was established using LS-DYNA and validated by experimental results. The widely used TM 5-855-1 manual for calculating ground shock loads was critically examined, revealing limitations in predicting impulse for scaled distances longer than 0.5 m/kg1/3. Accelerations calculated by the TM 5-855-1 manual and the China empirical formula underestimated measured data, with maximal errors reaching −86% and −80.1%, respectively. The recommended tr/ta of the TM 5-855-1 manual differed significantly from experimental and numerical results. Finally, modified formulas for ground shock load calculation in loess soil subjected to ground surface explosion were proposed, which is applicable in the scaled distance ranging from 0.35 to 2.0 m/kg1/3. The modified formulas accurately predict peak pressure, impulse, and rising time, serving as valuable references for ground shock load calculations in loess soil.
    publisherAmerican Society of Civil Engineers
    titleExperimental and Numerical Study on Ground Shock in Loess under Ground Surface Explosions
    typeJournal Article
    journal volume25
    journal issue8
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-10776
    journal fristpage04025145-1
    journal lastpage04025145-14
    page14
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008
    contenttypeFulltext
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