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XIA Xiang, LI Hai-bo, ZHANG Da-yan, WANG Xin-yuan, LI Jun-ru. Safetythresholdofblasting-inducedrockvibration forHongyanhenuclearpowerplant[J]. Explosion And Shock Waves, 2010, 30(1): 27-32. doi: 10.11883/1001-1455(2010)01-0027-06
Citation: XIA Xiang, LI Hai-bo, ZHANG Da-yan, WANG Xin-yuan, LI Jun-ru. Safetythresholdofblasting-inducedrockvibration forHongyanhenuclearpowerplant[J]. Explosion And Shock Waves, 2010, 30(1): 27-32. doi: 10.11883/1001-1455(2010)01-0027-06

Safetythresholdofblasting-inducedrockvibration forHongyanhenuclearpowerplant

doi: 10.11883/1001-1455(2010)01-0027-06
Funds:

NationalNaturalScienceFoundationofChina(50809070,50439030)

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  • Corresponding author: XIA Xiang
  • Publish Date: 2010-01-25
  • Abstract:BytakingtheblastingexcavationoftheHongyanhenuclearpowerplantfoundationforexample, themechanicalpropertiesoftherockmasswereanalysedinthedifferentregionsofthenuclear islands,andthedamagedepthdifferencesoftherockmasswerediscussedfordifferentlayersunder excavation.Itwaspointedoutthatthecontrolmethodandsafetythresholdshouldbebroughtforward bythepracticalrockblasting.Basedonblastingvibrationsurveyingandsoundwavetestingconducted inconstructionsite,therelationshipbetweendamagezonesizeandpeakparticlevelocitywasinvestigatedfortherockmassatagivendistancefromthecentreofthechar ingarea,andthecorresponding empiricalformulawasestablished.Accordingly,thesafetythresholdofblastingvibrationwasgiven forthedifferentrockstratainnuclearislandsandthedifferentexcavationschemewasdetermined withthedifferentallowabledamagedepth.Resultsprovethatthemethodandthresholdareapplicable toholdthedamagedepthofrockandtoensuretheintegrityofthebedrockunderblastingexcavation.
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