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1、资料员培训教材（Trainingmaterialsforreferencepersonnel）StandardizedlearningcontentGB50202-2002codeforacceptanceofconstructionqualityofbuildingfoundationengineering1,thefoundationofsandandgravelfoundation,geosyntheticsfoundation,flyashfoundation,dynamiccompacti
2、on,foundationgrouting,preloadingfoundation,totestthestrengthofthefoundationbearingcapacity,eachunitprojectshouldnotbelessthan3points,morethan1000m2perproject,100m2shouldhaveatleast1points,morethan3000m2project.Eachofthe300M2shouldbeatleast1points,eachi
3、ndependentbasisshouldbeatleast1points,1pointsevery20extensionoftheMiYingyoufoundation.2,thesoilcementmixingpileandhighpressurejetgroutingpilecompositefoundation,sandpilefoundation,vibroflotationpilecompositefoundation,soilandlimesoilcompactionpilecompo
4、sitefoundation,compositefoundationofcementflyashgravelpileandrammedsoilcementpilecompositefoundation,bearingcapacitytest,thenumberof0.5%~1%,notlessthan3.Singlepilestrengthtestofthenumberof0.5%~1%,alotof3.3,limesoilfoundationhasmixtureratio,layeredbackf
5、illcompactioncoefficientdetection.4,sandcushionhasmixratio,layeredbackfillcompactioncoefficientdetection.5,limetestreport,limeparticlesize,coatingorganicmattercontenttest.6,sandgravelcushion,sandandstonehaveretestreport,therearesandstone,organicmatterc
6、ontent,mudcontent,particlesizeandothertesting,cementsoilmixingpilebearingtake90dspecimens.7,flyashfoundation,flyashhasreexaminationreport,thereareflyashparticlesize,aluminaandsilicacontent,burningvectorandsoon.8,eachpilepouring50m3musthave1groupsofspec
7、imens,lessthan50m3ofthepile,eachpilemusthave1groupsofspecimens.9,staticpilesulfurclaysemi-finishedproductsshouldbeagroupofspecimensper100kg(3pieces).10,finishedpilehasproductqualificationcertificate.11,backfillmixproportion,backfillfillingthickness,com
8、pactioncoefficientdetectionusingdieselrammerlayerthickness200~250mm.Thebackfillthicknessshouldbereducedby20%~50%inwinter.12,eachlayerofbackfillshouldbehidden,andaccordingtoeachlayerdivisioninspectionbatchacceptance.GB50203-2002codeforco
