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复合型土壤固化剂稳定碎石土无侧限抗压强度影响因素分析(英文) AnalysisonFactorsAffectingtheUnconfinedCompressiveStrengthofStabilizedGravelSoilbyCompositeSoilStabilizer Introduction: Stabilizationofsoilisaprocessthatinvolvestheadditionofmaterialtoimprovethemechanicalpropertiesofthesoil,particularlyitsstrengthanddurability.Thedevelopmentofadvancedsoilstabilizationtechniquesthatensureefficientandcost-effectivestabilizationofsoilposessignificantchallengesinthefieldofcivilengineering.Thisresearchworkaimsatanalyzingthefactorsaffectingtheunconfinedcompressivestrengthofstabilizedgravelsoilbycompositesoilstabilizer. Methodology: Inthisstudy,aseriesoflaboratorytestingwasconductedtoinvestigatetheunconfinedcompressivestrengthofstabilizedgravelsoilbycompositesoilstabilizer.Thevariablestestedincludethequantityandtypeofadditive,curingtime,andgradingofthegravelsoil.Themechanicalpropertiesofthestabilizedgravelsoilweredeterminedusinganunconfinedcompressiontestingapparatus. Results: Theresultsshowedthattheunconfinedcompressivestrengthofstabilizedgravelsoilbycompositesoilstabilizerincreasedsignificantlywiththeincreaseinthequantityofadditiveandcuringtime.Thetypeofadditivealsosignificantlyinfluencedtheunconfinedcompressivestrengthofthestabilizedgravelsoil.Gradingofthegravelsoilwasalsofoundtohaveanimpactonthestrengthofthestabilizedsoil. Discussion: Thestudyshowsthattheunconfinedcompressivestrengthofstabilizedgravelsoilbycompositesoilstabilizerisdependentonvariousfactors,includingthequantityandtypeofadditive,curingtime,andgradingofthegravelsoil.Thefindingsofthestudyconfirmthatcompositesoilstabilizerscanbeusedtoimprovethestrengthofgravelsoils,makingthemmoresuitableforroadorfoundationconstruction. Conclusion: Thestudyconcludesthatcompositesoilstabilizersareeffectiveinstabilizinggravelsoil,andfactorssuchasthequantityandtypeofadditive,curingtime,andgradingofthegravelsoilsignificantlyaffectthestrengthofthestabilizedsoil.Theresultsofthisstudyhaveimportantimplicationsforcivilengineeringapplications,particularlyinthedesignandco