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    Volume 32, Issue 4 (July 2004)
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    The dynamic lateral earth pressures resulting from underground detonation can cause severe damage to underground structures. The shock exerted on an underground structure caused by an underground explosion will vary with the detonation depth, the intensity of detonation force, and distance of detonation source from the underground structure. This paper describes four large-scale impulse tests on a 1-m-high pro-totype subsection of an underground structure subjected to controlled impulsive lateral loadings propagating through a 0.75-m-thick backfill soil. The response of the subsection to the impulsive loading is carefully monitored utilizing an extensive instrumentation program. The test results provide insight into the phenomenon of shock wave propagation caused by an impulsive loading emanating from an underground source adjacent to the underground structure. The tests indicated that the damaging effect of impulse loading increased with surcharge pressure (depth) until a threshold surcharge pressure is reached above which the damaging effect of impulse loading decreased.

    Author Information:

    Helwany, SMB
    Associate Professor, University of Wisconsin-Milwaukee, Milwaukee, WI

    Chowdhury, A
    Manager-Repository Design, Operation Center of Nuclear Waste Regulatory Analyses, Southwest Research Institute, San Antonio, TX

    Stock #: JTE11238

    ISSN: 0090-3973

    DOI: 10.1520/JTE11238

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    Title Laboratory Impulse Tests for Soil-Underground Structure Interactions
    Symposium , 0000-00-00
    Committee D18