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BS EN ISO 4022-1988 可渗性烧结金属材料.液体渗透性的测定

作者:标准资料网 时间:2024-05-18 18:00:33  浏览:8192   来源:标准资料网
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【英文标准名称】:Permeablesinteredmetalmaterials-Determinationoffluidpermeability
【原文标准名称】:可渗性烧结金属材料.液体渗透性的测定
【标准号】:BSENISO4022-1988
【标准状态】:现行
【国别】:英国
【发布日期】:1988-10-31
【实施或试行日期】:1988-10-31
【发布单位】:英国标准学会(GB-BSI)
【起草单位】:BSI
【标准类型】:()
【标准水平】:()
【中文主题词】:定义;定义(术语);测定;惯量;材料;材料技术;测量;金属;渗透率;渗透性测量;孔隙率;粉末冶金;烧结材料;烧结金属;烧结产品;试验报告;试样;测试;试验;粘度
【英文主题词】:Definition;Definitions;Determination;Inertia;Materials;Materialstechnology;Measurement;Metals;Permeability;Permeabilitymeasurement;Porosity;Powdermetallurgy;Sintermaterials;Sinteredmetals;Sinteredproducts;Testreports;Testspecimens;Testing;Tests;Viscosity
【摘要】:Thissecondeditioncancelsandreplacesthefirstedition(i.e.ISO4022:1977).Thetestiscarriedoutundersuchconditionsthatthefluidpermeabilitycanbeexpressedintermsofviscousandinertiapermeabilitycoefficients(seeannexA).Doesnotapplytoverylonghollowcylindricaltestpiecesofsmalldiameter.AnnexBgivestestfluids.
【中国标准分类号】:H16
【国际标准分类号】:77_160
【页数】:18P.;A4
【正文语种】:英语


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【英文标准名称】:StandardTestMethodforDeterminingtheEffectofFreeze-ThawonHydraulicConductivityofCompactedorIntactSoilSpecimensUsingaFlexibleWallPermeameter
【原文标准名称】:使用一柔壁渗透计对压实的或原状土壤样品液体导电性冻融效果测定的标准试验方法
【标准号】:ASTMD6035-2008
【标准状态】:现行
【国别】:美国
【发布日期】:2008
【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】:D18.19
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:
【英文主题词】:coefficientofpermeability;cover;freeze-thaw;hydraulicconductivity;liner;permeameter,Coefficientofpermeability;Compactioncontrol;Cover;Freezingandthawing--soil/rock;Hydraulicconductivity/transmissivity;Liner;Permeability--soil/roc
【摘要】:Thistestmethodidentifiesthechangesinhydraulicconductivityasaresultoffreeze-thawonnaturalsoilsonly.Itistheuser''sresponsibilitywhenusingthistestmethodtodeterminetheappropriatemoisturecontentofthelaboratory-compactedspecimens(thatis,dry,wet,oratoptimummoisturecontent)(Note2).Note28212;Itiscommonpracticetoconstructclaylinersandcoversatoptimumorgreaterthanoptimummoisturecontent.Specimenscompacteddryofoptimummoisturecontenttypicallydonotcontainlargerporesizesasaresultoffreeze-thawbecausetheeffectsoffreeze-thawareminimizedbythelackofwaterinthesample.Therefore,theeffectoffreeze-thawonthehydraulicconductivityisminimal,orthehydraulicconductivitymayincreaseslightly.,Therequestormustprovideinformationregardingtheeffectivestressestobeappliedduringtesting,especiallyfordeterminingthefinalhydraulicconductivity.Usinghigheffectivestresses(thatis,35kPa(5psi)asallowedbyTestMethodD5084)candecreaseanalreadyincreasedhydraulicconductivityresultinginlowerfinalhydraulicconductivityvalues.Thelong-termeffectoffreeze-thawonthehydraulicconductivityofcompactedsoilsisunknown.Theincreasedhydraulicconductivitycausedbyfreeze-thawmaybetemporary.Forexample,theoverburdenpressureimpartedbythewasteplacedonasoillinerinalandfillafterbeingsubjectedtofreeze-thawmayreducethesizeofthecracksandporesthatcausetheincreaseinhydraulicconductivity.Itisnotknownifthepressurewouldovercomethemacroscopicallyincreasedhydraulicconductivitysufficientlytoreturnthesoiltoitsoriginalhydraulicconductivity(priortofreeze-thaw).Forcasessuchaslandfillcovers,wheretheoverburdenpressureislow,theincreaseinhydraulicconductivityduetofreeze-thawwilllikelybepermanent.Thus,therequestormusttaketheapplicationofthetestmethodintoaccountwhenestablishingtheeffectivestress.Thespecimenshallbefrozentox2212;15x00B0;Cunlesstherequestorspecificallydictatesotherwise.Ithasbeendocumentedintheliteraturethattheinitial(thatis,0tox2212;15x00B0;C)freezingconditioncausesthemostsignificanteffectsinhydraulicconductivity.Freezingrateandultimatetemperatureshouldmimicthefieldconditions.Ithasbeenshownthatsuperfreezing(thatis,freezingthespecimenatverycoldtemperaturesandveryshorttimeperiods)produceserroneousresults.Thethawedspecimentemperatureandthawrateshallmimicfieldconditions.Thawingspecimensinanoven(thatis,overheating)willproduceerroneousresults.Literaturerelatingtothissubjectindicatesthattheeffectsoffreeze-thawusuallyoccurbyCycle10,thusitisrecommendedthatatleast10freeze-thawcyclesshallbeperformedtoensurethatthefulleffectsoffreeze-thawaremeasured.Ifthehydraulicconductivityvaluesarestillincreasingafter10freeze-thawcycles,thetestmethodshallbecontinued(thatis,morefreeze-thawcyclesshallbeperformed).Note38212;Thequalityoftheresultproducedbythisstandardisdependentonthecompetenceofthepersonnelperformingit,andthesuitabilityoftheequipmentandfacilitiesused.AgenciesthatmeetthecriteriaofPracticeD3740aregenerallyconsideredcapableofcompetentandobjectivetesting/sampling/inspection/etc.UsersofthisstandardarecautionedthatcompliancewithPracticeD3740doesnotinitselfassurereliableresults.Reliableresultsdependonmanyfact............
【中国标准分类号】:D10
【国际标准分类号】:13_080_20
【页数】:5P.;A4
【正文语种】:英语


基本信息
标准名称:对硝基氯苯
英文名称:p-Chloronitrobenzene
中标分类: 化工 >> 涂料、颜料、染料 >> 染料中间体
ICS分类: 涂料和颜料工业 >> 涂料配料 >> 颜料和填充剂
替代情况:替代GB 6817-1986;被GB/T 1653-2006代替
发布部门: 中国石油和化学工业协会
发布日期:1992-01-01
实施日期:1993-10-01
首发日期:1986-09-01
作废日期:2007-04-01
主管部门:中国石油和化学工业协会
归口单位: 全国染料标准化技术委员会
起草单位:南京化工厂
出版社:中国标准出版社
出版日期:1993-10-01
页数:9
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所属分类: 化工 涂料 颜料 染料 染料中间体 涂料和颜料工业 涂料配料 颜料和填充剂

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