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Prediction of Near-Field Wave Attenuation Due to a Spherical Blast Source

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dc.contributor.authorAhn, Jae-Kwang-
dc.contributor.authorPark, Duhee-
dc.date.accessioned2021-07-30T05:18:01Z-
dc.date.available2021-07-30T05:18:01Z-
dc.date.created2021-05-12-
dc.date.issued2017-11-
dc.identifier.issn0723-2632-
dc.identifier.urihttps://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/4011-
dc.description.abstractEmpirical and theoretical far-field attenuation relationships, which do not capture the near-field response, are most often used to predict the peak amplitude of blast wave. Jiang et al. (Vibration due to a buried explosive source. PhD Thesis, Curtin University, Western Australian School of Mines, 1993) present rigorous wave equations that simulates the near-field attenuation to a spherical blast source in damped and undamped media. However, the effect of loading frequency and velocity of the media have not yet been investigated. We perform a suite of axisymmetric, dynamic finite difference analyses to simulate the propagation of stress waves induced by spherical blast source and to quantify the near-field attenuation. A broad range of loading frequencies, wave velocities, and damping ratios are used in the simulations. The near-field effect is revealed to be proportional to the rise time of the impulse load and wave velocity. We propose an empirical additive function to the theoretical far-field attenuation curve to predict the near-field range and attenuation. The proposed curve is validated against measurements recorded in a test blast.-
dc.language영어-
dc.language.isoen-
dc.publisherSPRINGER WIEN-
dc.titlePrediction of Near-Field Wave Attenuation Due to a Spherical Blast Source-
dc.typeArticle-
dc.contributor.affiliatedAuthorPark, Duhee-
dc.identifier.doi10.1007/s00603-017-1274-3-
dc.identifier.scopusid2-s2.0-85022200052-
dc.identifier.wosid000413630900015-
dc.identifier.bibliographicCitationROCK MECHANICS AND ROCK ENGINEERING, v.50, no.11, pp.3085 - 3099-
dc.relation.isPartOfROCK MECHANICS AND ROCK ENGINEERING-
dc.citation.titleROCK MECHANICS AND ROCK ENGINEERING-
dc.citation.volume50-
dc.citation.number11-
dc.citation.startPage3085-
dc.citation.endPage3099-
dc.type.rimsART-
dc.type.docTypeArticle-
dc.description.journalClass1-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalResearchAreaGeology-
dc.relation.journalWebOfScienceCategoryEngineering, Geological-
dc.relation.journalWebOfScienceCategoryGeosciences, Multidisciplinary-
dc.subject.keywordPlusJOINTED ROCK MASSES-
dc.subject.keywordPlusSEISMIC RADIATION-
dc.subject.keywordPlusPROPAGATION-
dc.subject.keywordPlusVIBRATIONS-
dc.subject.keywordPlusSIMULATION-
dc.subject.keywordPlusFRACTURES-
dc.subject.keywordPlusBOREHOLES-
dc.subject.keywordAuthorAttenuation-
dc.subject.keywordAuthorBlast wave-
dc.subject.keywordAuthorNear-field-
dc.subject.keywordAuthorFar-field-
dc.subject.keywordAuthorNumerical simulation-
dc.identifier.urlhttps://link.springer.com/article/10.1007%2Fs00603-017-1274-3-
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