JIS Z0200-1987 货物包装检定试验方法通则
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【英文标准名称】:
【原文标准名称】:货物包装检定试验方法通则
【标准号】:JISZ0200-1987
【标准状态】:作废
【国别】:日本
【发布日期】:1987-03-01
【实施或试行日期】:1987-03-01
【发布单位】:日本工业标准调查会(JISC)
【起草单位】:
【标准类型】:()
【标准水平】:()
【中文主题词】:物料装卸作业;试验;包装;包装件;防护遮栏;货物运输
【英文主题词】:
【摘要】:
【中国标准分类号】:A80
【国际标准分类号】:
【页数】:
【正文语种】:
【原文标准名称】:货物包装检定试验方法通则
【标准号】:JISZ0200-1987
【标准状态】:作废
【国别】:日本
【发布日期】:1987-03-01
【实施或试行日期】:1987-03-01
【发布单位】:日本工业标准调查会(JISC)
【起草单位】:
【标准类型】:()
【标准水平】:()
【中文主题词】:物料装卸作业;试验;包装;包装件;防护遮栏;货物运输
【英文主题词】:
【摘要】:
【中国标准分类号】:A80
【国际标准分类号】:
【页数】:
【正文语种】:
下载地址: 点击此处下载
【英文标准名称】:Textilefloorrecoverings-Requirementsfortoleranceson(linear)dimensionsofrugs,runners,carpettilesandwall-to-wallcarpetandtolerancesonpatternrepeat.
【原文标准名称】:铺地织物.厚地毯、走廊地毯、组合地毯和全室地毯的(线性)尺寸公差和图案循环公差的要求
【标准号】:NFG35-056-2005
【标准状态】:作废
【国别】:法国
【发布日期】:2005-03-01
【实施或试行日期】:2005-03-20
【发布单位】:法国标准化协会(AFNOR)
【起草单位】:
【标准类型】:()
【标准水平】:()
【中文主题词】:偏差;室内大地毯;尺寸公差;毡层砖;试验设备;尺寸偏差;地毯;地板覆盖物;铺地织物;材料试验;定义;纺织材料;尺寸;公差(测量);线性的;图案循环;线性偏差
【英文主题词】:
【摘要】:
【中国标准分类号】:W56
【国际标准分类号】:59_080_60
【页数】:12P;A4
【正文语种】:其他
【英文标准名称】:StandardTestMethodforEvaluationofHydraulicPropertiesofGeosyntheticClayLinersPermeatedwithPotentiallyIncompatibleLiquids
【原文标准名称】:评价被潜在不可溶液体渗透的土工合成粘土衬液压特性的标准试验方法
【标准号】:ASTMD6766-2009
【标准状态】:现行
【国别】:美国
【发布日期】:2009
【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】:D35.04
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:
【英文主题词】:coefficientofpermeability;geosyntheticclayliner(GCL);hydraulicbarrier;hydraulicconductivity;liner;permeameter;Coefficientofpermeability;Darcy'slaw;Geosyntheticclayliner(GCL);Hydraulicbarrier;Hydraulicconductivity/transmi
【摘要】:Thistestmethodappliestoone-dimensional,laminarflowofwaterorotherpermeationliquids,suchaschemicalsolutions,landfillleachate,andcontaminatedwater(hereonreferredtoastestliquid),throughsaturated/hydratedGCLspecimenthatisconsolidatedandpermeatedunderaprescribedorrequestedsetofconditions.Thistestmethodcanbeperformedtodetermineifthefluxand/orhydraulicconductivityofaGCLspecimenexceedsthemaximumvaluestatedbythemanufacturerorrequiredbytheregulatoryagencies,orboth.ItisassumedthatDarcy''slawisvalidandthatthehydraulicconductivityisessentiallyunaffectedbyhydraulicgradient.ThevalidityofDarcy''slawmaybeevaluatedbymeasuringthehydraulicconductivityofthespecimenatthreedifferenthydraulicgradients;ifallmeasuredvaluesaresimilar(withinabout25%),thenDarcy''slawmaybetakenasvalid.However,whenthehydraulicgradientactingonatestspecimenischanged,thestateofstresswillalsochange,and,ifthespecimeniscompressible,thevolumeofthespecimenwillchange.Thus,somechangeinhydraulicconductivitymayoccurwhenthehydraulicgradientisaltered,evenincaseswhereDarcy''slawisvalid.ThistestmethodprovidestoolsfordeterminingfluxandhydraulicconductivityvaluesforagivenGCLunderthefollowingtwodifferentscenarios,whichshouldbespecifiedbytherequester:Scenario1x2014;Hydrated/SaturatedwithWaterPriortoContactwithTestLiquid8212;ThisscenariosimulatesthefieldconditionswheretheGCLiswellhydratedwithwaterpriortocontactwithactualtestliquid.Itshouldbenotedthatinitialdegreeofsaturation/hydrationgreatlyaffectsthehydraulicpropertiesofaGCLproduct.Thetesthastwophases:(Phase1)hydrate,saturate,consolidateandpermeatewithwaterasTestLiquid1,and(Phase2)switchtopermeationwithtestliquidasTestLiquid2.Scenario2x2014;Hydrated/SaturatedwithTestLiquid(WorstCase)8212;ThisscenariosimulatesthefieldconditionswheretheGCLisincontactwithtestliquidpriortobeingfullyhydratedwithwater.ItshouldbenotedthatthisscenariomayresultinhigherfluxandhydraulicconductivityvaluescomparedtoScenario1aschemicalspresentintestliquidmayalterthehydrationandhydraulicpropertiesofaGCLproduct.Theapparatususedinthistestmethodiscommonlyusedtodeterminethehydraulicconductivityofsoilspecimens.However,fluxvaluesmeasuredinthistestaretypicallymuchlowerthanthosecommonlymeasuredformostnaturalsoils.Itisessentialthattheleakagerateoftheapparatusinthistestbelessthan10%oftheflux.1.1Thistestmethodcoverslaboratorymeasurementofbothfluxandhydraulicconductivity(alsoreferredtoascoefficientofpermeability)ofgeosyntheticclayliner(GCL)specimenspermeatedwithchemicalsolutionsandleachatesutilizingaflexiblewallpermeameter.Fortestmeasurementofindexhydraulicpropertiesofgeosyntheticclayliners,refertoTestMethodD5887.1.2ThistestmethodmaybeutilizedwithGCLspecimensthathaveahydraulicconductivitylessthanorequalto1x00D7;10-5m/s(1x00D7;10-3cm/s).1.3ThistestmethodisapplicabletoGCLproductshavinggeotextilebacking(s).ItisnotapplicabletoGCLproductswithgeomembranebacking(s),geofilmbacking(s)orpolymercoatingbacking(s).1.4Thistestmethodprovidesmeasurementsoffluxandhydraulicconductivityunderaprescribedsetofcondit......
【中国标准分类号】:W59
【国际标准分类号】:59_080_70
【页数】:9P.;A4
【正文语种】:英语
【原文标准名称】:铺地织物.厚地毯、走廊地毯、组合地毯和全室地毯的(线性)尺寸公差和图案循环公差的要求
【标准号】:NFG35-056-2005
【标准状态】:作废
【国别】:法国
【发布日期】:2005-03-01
【实施或试行日期】:2005-03-20
【发布单位】:法国标准化协会(AFNOR)
【起草单位】:
【标准类型】:()
【标准水平】:()
【中文主题词】:偏差;室内大地毯;尺寸公差;毡层砖;试验设备;尺寸偏差;地毯;地板覆盖物;铺地织物;材料试验;定义;纺织材料;尺寸;公差(测量);线性的;图案循环;线性偏差
【英文主题词】:
【摘要】:
【中国标准分类号】:W56
【国际标准分类号】:59_080_60
【页数】:12P;A4
【正文语种】:其他
【英文标准名称】:StandardTestMethodforEvaluationofHydraulicPropertiesofGeosyntheticClayLinersPermeatedwithPotentiallyIncompatibleLiquids
【原文标准名称】:评价被潜在不可溶液体渗透的土工合成粘土衬液压特性的标准试验方法
【标准号】:ASTMD6766-2009
【标准状态】:现行
【国别】:美国
【发布日期】:2009
【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】:D35.04
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:
【英文主题词】:coefficientofpermeability;geosyntheticclayliner(GCL);hydraulicbarrier;hydraulicconductivity;liner;permeameter;Coefficientofpermeability;Darcy'slaw;Geosyntheticclayliner(GCL);Hydraulicbarrier;Hydraulicconductivity/transmi
【摘要】:Thistestmethodappliestoone-dimensional,laminarflowofwaterorotherpermeationliquids,suchaschemicalsolutions,landfillleachate,andcontaminatedwater(hereonreferredtoastestliquid),throughsaturated/hydratedGCLspecimenthatisconsolidatedandpermeatedunderaprescribedorrequestedsetofconditions.Thistestmethodcanbeperformedtodetermineifthefluxand/orhydraulicconductivityofaGCLspecimenexceedsthemaximumvaluestatedbythemanufacturerorrequiredbytheregulatoryagencies,orboth.ItisassumedthatDarcy''slawisvalidandthatthehydraulicconductivityisessentiallyunaffectedbyhydraulicgradient.ThevalidityofDarcy''slawmaybeevaluatedbymeasuringthehydraulicconductivityofthespecimenatthreedifferenthydraulicgradients;ifallmeasuredvaluesaresimilar(withinabout25%),thenDarcy''slawmaybetakenasvalid.However,whenthehydraulicgradientactingonatestspecimenischanged,thestateofstresswillalsochange,and,ifthespecimeniscompressible,thevolumeofthespecimenwillchange.Thus,somechangeinhydraulicconductivitymayoccurwhenthehydraulicgradientisaltered,evenincaseswhereDarcy''slawisvalid.ThistestmethodprovidestoolsfordeterminingfluxandhydraulicconductivityvaluesforagivenGCLunderthefollowingtwodifferentscenarios,whichshouldbespecifiedbytherequester:Scenario1x2014;Hydrated/SaturatedwithWaterPriortoContactwithTestLiquid8212;ThisscenariosimulatesthefieldconditionswheretheGCLiswellhydratedwithwaterpriortocontactwithactualtestliquid.Itshouldbenotedthatinitialdegreeofsaturation/hydrationgreatlyaffectsthehydraulicpropertiesofaGCLproduct.Thetesthastwophases:(Phase1)hydrate,saturate,consolidateandpermeatewithwaterasTestLiquid1,and(Phase2)switchtopermeationwithtestliquidasTestLiquid2.Scenario2x2014;Hydrated/SaturatedwithTestLiquid(WorstCase)8212;ThisscenariosimulatesthefieldconditionswheretheGCLisincontactwithtestliquidpriortobeingfullyhydratedwithwater.ItshouldbenotedthatthisscenariomayresultinhigherfluxandhydraulicconductivityvaluescomparedtoScenario1aschemicalspresentintestliquidmayalterthehydrationandhydraulicpropertiesofaGCLproduct.Theapparatususedinthistestmethodiscommonlyusedtodeterminethehydraulicconductivityofsoilspecimens.However,fluxvaluesmeasuredinthistestaretypicallymuchlowerthanthosecommonlymeasuredformostnaturalsoils.Itisessentialthattheleakagerateoftheapparatusinthistestbelessthan10%oftheflux.1.1Thistestmethodcoverslaboratorymeasurementofbothfluxandhydraulicconductivity(alsoreferredtoascoefficientofpermeability)ofgeosyntheticclayliner(GCL)specimenspermeatedwithchemicalsolutionsandleachatesutilizingaflexiblewallpermeameter.Fortestmeasurementofindexhydraulicpropertiesofgeosyntheticclayliners,refertoTestMethodD5887.1.2ThistestmethodmaybeutilizedwithGCLspecimensthathaveahydraulicconductivitylessthanorequalto1x00D7;10-5m/s(1x00D7;10-3cm/s).1.3ThistestmethodisapplicabletoGCLproductshavinggeotextilebacking(s).ItisnotapplicabletoGCLproductswithgeomembranebacking(s),geofilmbacking(s)orpolymercoatingbacking(s).1.4Thistestmethodprovidesmeasurementsoffluxandhydraulicconductivityunderaprescribedsetofcondit......
【中国标准分类号】:W59
【国际标准分类号】:59_080_70
【页数】:9P.;A4
【正文语种】:英语
