C80管桩混凝土力学性能的试验分析

C80管桩混凝土力学性能的试验分析

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时间:2019-06-24

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1、西安建筑科技大学硕士论文关键词:矿物掺合料;C80管桩混凝土;正交试验;力学性能;应力-应变曲线万方数据西安建筑科技大学硕士论文TheStudyonTheMechanicalPerformanceOfPipePileC80ConcreteSpecialty:ScienceofMaterialsName:ZhangXianzheInstructor:ProfessorHeTingshuABSTRACTPrestressedhigh-strengthconcretepipepileasasuperi

2、orperformanceundergroundpilefoundationmaterialhasbecomeoneofmostimportantfoundationconstructionmaterial.Theyarewidelyusedinallsortsofengineeringproject,includingindustryandcivilbuildings,bridgesandsoon.Inordertomanufacturehighqualityofhigh-strengthpi

3、pepileconcrete,generallyrequiredtheuseofmineraladmixtures,suchasquartzpowder,slagpowder,flyashandsoon.Butsofar,systemcomparativestudyofvariousmineraladmixturesaffectedonthemechanicalbehaviorofconcretepipepilewasrelativelyless.Thispaperstudiesthediffe

4、rentadmixturesonthemechanicalbehaviorofhigh-strengthconcretepipepile,andanalyzeddifferentadmixturespipepileconcreteunderuniaxialcompressionconditionstress-straincurve.Themainconclusionsofthispapershowedasfollows:(1)Throughtheorthogonalexperimentdesig

5、nandpipepileproductionpractice,wefoundthemainfactorsaffectingthestrengthofconcretepipepile:theamountof3coarseaggregate>fineaggregate>cement,theoptimaldosageofcementis480kg/m,33fineaggregate630kg/m,coarseaggregate1380kg/m.(2)Onthebasisofoptimizingmixp

6、roportion,usequartzsand,slag,flyash(10%~40%replaceamount)showedthatthehighestconcretestrengthwith20%quartz,40%slag,10%flyash.(3)Usequartzsand,slag,flyashdoublemixing(1:1、2:1、1:2;30%replacecement)showedquartzsandandslag(1:2),slagandflyash(1:1),quartzs

7、andandflyash(2:1)wasthebestdosage.万方数据西安建筑科技大学硕士论文(4)Mineraladmixturescouldenhancethesplittingtensilestrengthofthepipepileconcretewithdifferentlevels.Butafterdoublemixingtheincreasingofsplittingtensilestrengthwasnotobvious.(5)Fromdifferentmineraladmi

8、xturepipepileconcretestress-straincurve,pipepileconcreterisingperiodforlineargrowth,itvaryingdegreesofbrittlefractureafterthepeak.Keywords:Mineraladmixtures;C80high-strengthconcretepipepile;Orthogonaltest;Mechanicalproperty;stress-straincurve万方数据西安建筑

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