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WU Liang, LU Wen-bo, ZHONG Dong-wang, ZHU Hong-bing. Blastingmechanismofair-deckedchargeinconcretemedium[J]. Explosion And Shock Waves, 2010, 30(1): 58-64. doi: 10.11883/1001-1455(2010)01-0058-07
Citation: WU Liang, LU Wen-bo, ZHONG Dong-wang, ZHU Hong-bing. Blastingmechanismofair-deckedchargeinconcretemedium[J]. Explosion And Shock Waves, 2010, 30(1): 58-64. doi: 10.11883/1001-1455(2010)01-0058-07

Blastingmechanismofair-deckedchargeinconcretemedium

doi: 10.11883/1001-1455(2010)01-0058-07
Funds:

NationalNaturalScienceFoundationofChina(50774056,50779050)

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  • Corresponding author: WU Liang
  • Publish Date: 2010-01-25
  • Basedonthenon-linearfinite-elementprocedureofLS-DYNA,theJohnson-Holmquist- Cook(JHC)modelwasadoptedtoinvestigatethedamageevolutionoftheconcreteneartheblasthole inthecasesofdifferentchargingstructuresanddifferentair-deckedratios.Thecalculationresultsfor threechargingstructuresshowthatthereisagradualchangefromcompression-shearfailuretotensile failurewiththeincreaseofair-deckedratioandthatdifferentair-deckedchargingstructurescanbeappliedtodifferentblastingpurposes. Forbenchblasting,thehighestutilizationratioofexplosionenergybelongstothetopair- deckedchargingstructure.Whentheair-deckedratioreaches40%,thefailuremodeoftheconcreteelementchangesfromcompression- shearfailuretotensilefailureinthemiddleoftheblasthole. Itisindicatedthatacertainreasonableair-deckedratioexistsanditcanbeused toimprovetheutilizationratioofblastingenergy.Forpresplittingblastingandsmoothblasting,the bestblastingeffectbelongstothemiddleair-deckedchargingstructure.Detonatingmannerscanaffect benchblastingmorestronglythanpresplittingblastingandsmoothblasting.
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