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WANG Bin, LI Xi-bing. Mesomechanicsanalysisofstaticcompressivestrengthanddynamiccompressivestrengthofwater-saturatedrockunderuniaxialload[J]. Explosion And Shock Waves, 2012, 32(4): 423-431. doi: 10.11883/1001-1455(2012)04-0423-09
Citation: WANG Bin, LI Xi-bing. Mesomechanicsanalysisofstaticcompressivestrengthanddynamic compressivestrengthofwater-saturatedrockunderuniaxialload[J]. Explosion And Shock Waves, 2012, 32(4): 423-431. doi: 10.11883/1001-1455(2012)04-0423-09

Mesomechanicsanalysisofstaticcompressivestrengthanddynamic compressivestrengthofwater-saturatedrockunderuniaxialload

doi: 10.11883/1001-1455(2012)04-0423-09
Funds:

NationalNaturalScienceFoundationofChina(50974059,50934006)

NationalBasicResearchProgramofChina(973Program)(2010CB732004)

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  • Corresponding author: WANG Bin
  • Publish Date: 2012-07-25
  • Dynamicmechanicalpropertiesofwater-saturatedrockunderuniaxialloadarehighlydifferentfromitsstaticmechanicalproperties, thereasonsofwhichcannotbeexplainedwellbasedon macro-mechanics.Accordingtomeso-mechanismofrockcompletestress-straincurveunderuniaxial compression,crackpropagationofwater-saturatedrockinfluencedbyporewaterunderdynamicload isanalyzedaswellasunderstaticload.Wheninitialfracturesaresubjectedtostaticuniaxialcompressionload, itcancausefreewatertoappearporewaterpressure,whichcanpromotetheexpansionof wingedcrackduetoitsextrudingwingedcrackoutwards.Intheconditionofdynamicuniaxialcompressionloads, freewaterappearcohesiveforcetohinderthepropagationofwingedcrack.Basedon compressivewingcrackpropagationmechanism,calculationformulasofstaticcompressivestrength anddynamiccompressivestrengthwithwaterunderuniaxialloadareobtained.Withthesamefracturetoughness, staticcompressivestrengthofwater-saturatedrockisevenlowerthanthatofdry rock.Bothofthemarelowerthandynamiccompressivestrengthofwater-saturatedrock.Staticand impactcompressiveexperimentsonair-driedandwater-saturatedsandstoneareconducted,theexperimentresultsareinagreementwiththeonesfromtheoreticalmodels.
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