ASTM D1556-2007 用砂锥法现场测定土壤密度和单位重量的标准试验方法
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【英文标准名称】:StandardTestMethodforDensityandUnitWeightofSoilinPlacebytheSand-ConeMethod
【原文标准名称】:用砂锥法现场测定土壤密度和单位重量的标准试验方法
【标准号】:ASTMD1556-2007
【标准状态】:现行
【国别】:
【发布日期】:2007
【实施或试行日期】:
【发布单位】:美国材料与试验协会(US-ASTM)
【起草单位】:D18.08
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:砌块(建筑);建筑;施工材料;密度;土壤;测试
【英文主题词】:acceptancetests;compactiontests;degreeofcompaction;densitytests;earthfill;embankments;fieldcontroldensity;fieldtests;inplacedensity;inplacedrydensity;insitudensity;relativedensity;sandcone;soilcompaction;soiltests;un
【摘要】:1.1Thistestmethodmaybeusedtodeterminethein-placedensityandunitweightofsoilsusingasandconeapparatus.1.2Thistestmethodisapplicableforsoilswithoutappreciableamountsofrockorcoarsematerialsinexcessof11/2in.(38mm)indiameter.1.3Thistestmethodmayalsobeusedforthedeterminationofthein-placedensityandunitweightofintactorinsitusoils,providedthenaturalvoidorporeopeningsinthesoilaresmallenoughtopreventthesandusedinthetestfromenteringthevoids.Thesoilorothermaterialbeingtestedshouldhavesufficientcohesionorparticleattractiontomaintainstablesidesonasmallholeorexcavation,andbefirmenoughtowithstandtheminorpressuresexertedindiggingtheholeandplacingtheapparatusoverit,withoutdeformingorsloughing.1.4Thistestmethodisnotsuitablefororganic,saturated,orhighlyplasticsoilsthatwoulddeformorcompressduringtheexcavationofthetesthole.Thistestmethodmaynotbesuitableforsoilsconsistingofunboundgranularmaterialsthatwillnotmaintainstablesidesinthetesthole,soilscontainingappreciableamountsofcoarsemateriallargerthan11/2in.(38mm),andgranularsoilshavinghighvoidratios.1.5Whenmaterialstobetestedcontainappreciableamountsofparticleslargerthan11/2in.(38mm),orwhentestholevolumeslargerthan0.1ft3(2830cm3)arerequired,TestMethodD4914orD5030areapplicable.1.6Itiscommonpracticeintheengineeringprofessiontoconcurrentlyusepoundstorepresentbothaunitofmass(lbm)andaunitofforce(lbf).Thisimplicitlycombinestwoseparatesystemsofunits,thatis,theabsolutesystemandthegravitationalsystem.Itisscientificallyundesirabletocombinetheuseoftwoseparatesetsofinch-poundunitswithinasinglestandard.Thistestmethodhasbeenwrittenusingthegravitationalsystemofunitswhendealingwiththeinch-poundsystem.Inthissystemthepound(lbf)representsaunitofforce(weight).However,theuseofbalancesorscalesrecordingpoundsofmass(lbm),ortherecordingofdensityinlbm/ft3shouldnotberegardedasnonconformancewiththistestmethod.1.7AllobservedandcalculatedvaluesshallconformtotheguidelinesforsignificantdigitsandroundingestablishedinPracticeD6026unlesssupersededbythisstandard.1.7.1Theproceduresusedtospecifyhowdataarecollected,recordedorcalculatedinthisstandardareregardedastheindustrystandard.Inadditiontheyarerepresentativeofthesignificantdigitsthatgenerallyshouldberetained.Theproceduresuseddonotconsidermaterialvariation,purposeforobtainingthedata,specialpurposestudies,oranyconsiderationsfortheusersobjectives;itiscommonpracticetoincreaseorreducesignificantdigitsorreporteddatatobecommensuratewiththeseconsiderations.Itisbeyondthescopeofthisstandardtoconsidersignificantdigitsusedinanalyticalmethodsforengineeringdesign.1.8Thisstandarddoesnotpurporttoaddressallofthesafetyconcerns,ifany,associatedwithitsuse.Itistheresponsibilityoftheuserofthisstandardtoestablishappropriatesafetyandhealthpracticesanddeterminetheapplicabilityofregulatorylimitationspriortouse.
【中国标准分类号】:P13
【国际标准分类号】:93_020
【页数】:7P.;A4
【正文语种】:
【原文标准名称】:用砂锥法现场测定土壤密度和单位重量的标准试验方法
【标准号】:ASTMD1556-2007
【标准状态】:现行
【国别】:
【发布日期】:2007
【实施或试行日期】:
【发布单位】:美国材料与试验协会(US-ASTM)
【起草单位】:D18.08
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:砌块(建筑);建筑;施工材料;密度;土壤;测试
【英文主题词】:acceptancetests;compactiontests;degreeofcompaction;densitytests;earthfill;embankments;fieldcontroldensity;fieldtests;inplacedensity;inplacedrydensity;insitudensity;relativedensity;sandcone;soilcompaction;soiltests;un
【摘要】:1.1Thistestmethodmaybeusedtodeterminethein-placedensityandunitweightofsoilsusingasandconeapparatus.1.2Thistestmethodisapplicableforsoilswithoutappreciableamountsofrockorcoarsematerialsinexcessof11/2in.(38mm)indiameter.1.3Thistestmethodmayalsobeusedforthedeterminationofthein-placedensityandunitweightofintactorinsitusoils,providedthenaturalvoidorporeopeningsinthesoilaresmallenoughtopreventthesandusedinthetestfromenteringthevoids.Thesoilorothermaterialbeingtestedshouldhavesufficientcohesionorparticleattractiontomaintainstablesidesonasmallholeorexcavation,andbefirmenoughtowithstandtheminorpressuresexertedindiggingtheholeandplacingtheapparatusoverit,withoutdeformingorsloughing.1.4Thistestmethodisnotsuitablefororganic,saturated,orhighlyplasticsoilsthatwoulddeformorcompressduringtheexcavationofthetesthole.Thistestmethodmaynotbesuitableforsoilsconsistingofunboundgranularmaterialsthatwillnotmaintainstablesidesinthetesthole,soilscontainingappreciableamountsofcoarsemateriallargerthan11/2in.(38mm),andgranularsoilshavinghighvoidratios.1.5Whenmaterialstobetestedcontainappreciableamountsofparticleslargerthan11/2in.(38mm),orwhentestholevolumeslargerthan0.1ft3(2830cm3)arerequired,TestMethodD4914orD5030areapplicable.1.6Itiscommonpracticeintheengineeringprofessiontoconcurrentlyusepoundstorepresentbothaunitofmass(lbm)andaunitofforce(lbf).Thisimplicitlycombinestwoseparatesystemsofunits,thatis,theabsolutesystemandthegravitationalsystem.Itisscientificallyundesirabletocombinetheuseoftwoseparatesetsofinch-poundunitswithinasinglestandard.Thistestmethodhasbeenwrittenusingthegravitationalsystemofunitswhendealingwiththeinch-poundsystem.Inthissystemthepound(lbf)representsaunitofforce(weight).However,theuseofbalancesorscalesrecordingpoundsofmass(lbm),ortherecordingofdensityinlbm/ft3shouldnotberegardedasnonconformancewiththistestmethod.1.7AllobservedandcalculatedvaluesshallconformtotheguidelinesforsignificantdigitsandroundingestablishedinPracticeD6026unlesssupersededbythisstandard.1.7.1Theproceduresusedtospecifyhowdataarecollected,recordedorcalculatedinthisstandardareregardedastheindustrystandard.Inadditiontheyarerepresentativeofthesignificantdigitsthatgenerallyshouldberetained.Theproceduresuseddonotconsidermaterialvariation,purposeforobtainingthedata,specialpurposestudies,oranyconsiderationsfortheusersobjectives;itiscommonpracticetoincreaseorreducesignificantdigitsorreporteddatatobecommensuratewiththeseconsiderations.Itisbeyondthescopeofthisstandardtoconsidersignificantdigitsusedinanalyticalmethodsforengineeringdesign.1.8Thisstandarddoesnotpurporttoaddressallofthesafetyconcerns,ifany,associatedwithitsuse.Itistheresponsibilityoftheuserofthisstandardtoestablishappropriatesafetyandhealthpracticesanddeterminetheapplicabilityofregulatorylimitationspriortouse.
【中国标准分类号】:P13
【国际标准分类号】:93_020
【页数】:7P.;A4
【正文语种】:
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