DIN EN 197-1 Berichtigung 1-2004 对DINEN197-1-2004的勘误
时间:2024-05-21 03:17:36 来源: 标准资料网 作者：标准资料网 阅读：8906
【英文标准名称】:CorrigendatoDINEN197-1:2004-08
【原文标准名称】:对DINEN197-1-2004的勘误
【标准号】:DINEN197-1Berichtigung1-2004
【标准状态】:作废
【国别】:德国
【发布日期】:2004-11
【实施或试行日期】:2004-11-01
【发布单位】:德国标准化学会(DE-DIN)
【起草单位】:
【标准类型】:()
【标准水平】:()
【中文主题词】:质量浓度;合格证明书;作标记;建筑;建筑石灰;材料强度;主要成份;水泥;范围;CE标记;认证(认可);符号;规范;耐久性;合格;物理性能;机械试验;组件;化学成分;合格试验;机械性能;名称与符号;化学性质;试验;定义;规范(验收);施工材料;特性;组分;建筑产品;液压热
【英文主题词】:specification;mainconstituents;certification(approval);chemicalproperties;marking;mechanicalproperties;conformitytesting;constructionmaterials;scope;definition;testing;cemark;strengthofmaterials;chemicalcomposition;cements;construction;symbols;conformity;composition;cemarking;designations;heatofhydration;definitions;specification(approval);physicalproperties;mechanicaltesting;massconcentration;components;buildinglime;certificatesofconformity;constructionalproducts;durability;properties
【摘要】:
【中国标准分类号】:Q11
【国际标准分类号】:91_100_10
【页数】:2P.;A4
【正文语种】:德语
【英文标准名称】:StandardGuideforUsingtheElectronicConePenetrometerforEnvironmentalSiteCharacterization
【原文标准名称】:环境厂址表征用电子锥形透度计的标准使用指南
【标准号】:ASTMD6067-2010
【标准状态】:现行
【国别】:美国
【发布日期】:2010
【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】:D18.21
【标准类型】:(Guide)
【标准水平】:()
【中文主题词】:
【英文主题词】:conepenetrometer;conepenetrometertest;directpush;explorations;groundwater;penetrationtests;piezocone;soilinvestigations;soundings;watersampling;wellpoint;Bearingzones;Conepenetrometertest;Electronicconepenetrometer;Env
【摘要】:Environmentalsitecharacterizationprojectsalmostalwaysrequireinformationregardingsubsurfacesoilstratigraphyandhydraulicparametersrelatedtogroundwaterflowrateanddirection.Soilstratigraphyoftenisdeterminedbyvariousdrillingproceduresandinterpretingthedatacollectedonboreholelogs.Theelectronicpiezoconepenetrometertestisanothermeansofdeterminingsoilstratigraphythatmaybefaster,lessexpensive,andprovidegreaterresolutionofthesoilunitsthanconventionaldrillingandsamplingmethods.Forenvironmentalsitecharacterizationapplications,theelectronicpiezoconealsohastheadditionaladvantageofnotgeneratingcontaminatedcuttingsthatmaypresentotherdisposalproblems(2,3,4,5,6,7,8,15).Investigatorsmayobtainsoilsamplesfromadjacentboringsforcorrelationpurposes,butpriorinformationorexperienceinthesameareamayprecludetheneedforborings(1).Mostconepenetrometerrigsareequippedwithdirectpushsoilsamplers(GuideD6282)thatcanbeusedtoconfirmsoiltypes.Theelectronicpiezoconepenetrationtestisaninsituinvestigationmethodinvolving:Pushinganelectronicallyinstrumentedprobeintotheground(seeFig.1foradiagramofatypicalconepenetrometer).Thepositionoftheporepressureelementmayvarybutistypicallylocatedintheu2position(TestMethodD5778).Recordingforceresistances,suchastipresistance,localfriction,andporewaterpressure.Datainterpretation.Themostcommonuseoftheinterpreteddataisstratigraphybasedonsoilbehaviortypes.Severalchartsareavailable.AtypicalCPTsoilbehaviortypeclassificationchartisshowninFigs.2and3(9).Thefirststepindeterminingtheextentandmotionofcontaminantsistodeterminethesubsurfacestratigraphy.Sincethecontaminantswillmigratewithgroundwaterflowingthroughthemorepermeablestrata,itisimpossibletocharacterizeanenvironmentalsitewithoutvalidstratigraphy.Conepenetrometerdatahasbeenusedasastratigraphictoolformanyyears.Theporepressurechanneloftheconecanbeusedtodeterminethedepthtothewatertableortolocateperchedwaterzones.Hydraulicconductivitycanbeestimatedbasedonsoilbehaviortype(Figs.4and5).Theseestimatesspantwotothreeordersofmagnitude.Alternately,porepressuredata(4.5)canbeusedforrefinedestimatesofhydraulicconductivity.Whenattemptingtoretrieveasoilgasorwatersample,itisadvantageoustoknowwherethebearingzones(permeablezones)arelocated.Althoughsoilgasandwatercanberetrievedfromon-bearingzonessuchasclays,thelengthoftimerequiredusuallymakesitimpractical.Soilgasandwatersamplescanberetrievedmuchfasterfrompermeablezones,suchassands.Theconepenetrometertipandfrictiondatagenerallycanidentifyandlocatethebearingzonesandnonbearingzoneslessthanafootthickveryaccurately.Theelectronicconepenetrometertestisusedinavarietyofsoiltypes.Lightweightequipmentwithreactionweightsoflessthan10tonsgenerallyarelimitedtosoilswithrelativelysmallgrainsizes.Typicaldepthsobtainedare20to40m,butdepthstoover70mwithheavierequipmentweighing20tonsormorearenotuncommon.Sincepenetrationisadirectresultofverticalforcesanddoesnotincluderotationordrilling,itcannotbeutilizedinrockorheavilycementedsoils.Depthcapabilitiesareafunctionofmanyfactorsincluding:1.1Theelectronicconepenetrometertestoftenisusedtodeterminesubsurfacestratigr......
【中国标准分类号】:N04
【国际标准分类号】:13_080_20
【页数】:11P.;A4
【正文语种】:英语
【英文标准名称】:ParallelShankTwistDrillsforUseinJigBushes
【原文标准名称】:钻套用直柄麻花钻
【标准号】:DIN339-1978
【标准状态】:作废
【国别】:德国
【发布日期】:1978-03
【实施或试行日期】:
【发布单位】:德国标准化学会(DIN)
【起草单位】:
【标准类型】:()
【标准水平】:()
【中文主题词】:麻花钻;钻头;工具;高速钢;尺寸;钻套;公差(测量)
【英文主题词】:Dimensions;Drills;High-speedtoolsteels;Jigbushes;Tolerances(measurement);Tools;Twistdrills
【摘要】:
【中国标准分类号】:J41
【国际标准分类号】:25_100_30
【页数】:3P;A4
【正文语种】:德语