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软弱围岩隧道台阶法施工喷射混凝土早期强度控制研究 Title:EarlyStrengthControlintheConstructionofWeakSurroundingRockTunnelusingtheStepMethodInjectionConcrete Abstract: Theconstructionoftunnelsinweaksurroundingrockconditionspresentsnumerouschallenges,particularlyintermsofrockstabilityandsupport.Thestepmethodinjectionconcretetechniqueiscommonlyemployedtoensurethestabilityandstrengthoftunnelliningsinsuchconditions.Thisresearchpaperaimstoinvestigatetheearlystrengthcontrolintheconstructionofweaksurroundingrocktunnelsusingthestepmethodinjectionconcrete.Thestudyfocusesonevaluatingthefactorsaffectingtheearlystrengthdevelopment,suchasmixdesign,curingmethods,andconstructionprocessoptimization.Thefindingsareexpectedtocontributetothedevelopmentofeffectivetechniquesforearlystrengthcontrolintunnelconstruction. 1.Introduction Tunnelsinweaksurroundingrockconditionsoftenfacestabilityproblems,whichcanleadtosignificantsafetyhazardsandcostlymaintenance.Thestepmethodinjectionconcretetechniqueiscommonlyusedtoaddressthesechallenges.Thistechniqueinvolvesinjectinghigh-strengthconcreteintothesurroundingrockthroughaseriesofopeningsorsteps,formingacontinuousliningthatimprovestheoverallstabilityandstrengthofthetunnel.However,theearlystrengthdevelopmentoftheinjectedconcreteiscriticaltoensuretheimmediatestabilityofthetunnelandtosupportsubsequentconstructionactivities. 2.FactorsAffectingEarlyStrengthDevelopment 2.1MixDesign Themixdesignoftheinjectionconcreteplaysacrucialroleindeterminingtheearlystrengthdevelopment.Variousfactors,suchasthetypeanddosageofcementitiousmaterials,aggregateproperties,water-cementratio,andadmixtureselection,needtobecarefullyconsideredtooptimizetheearlystrengthperformance. 2.2CuringMethods Appropriatecuringmethodscansignificantlyimpacttheearlystrengthdevelopmentoftheinjectionconcrete.Variouscuringtechniques,includingwatercuring,steamcuring,andchemicalcuring,maybeemployedtoenhancethehydrationprocessandpromoteearlystrengthgain. 2.3ConstructionProcessOptimization Theconstructionprocessitselfcanaffectth