CSM 01 01 02 05-2006 金属夏比冲击试验测量结果不确定度评定
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基本信息
| 标准名称： | 金属夏比冲击试验测量结果不确定度评定 |
| 中标分类： | 综合 >> 计量 >> 计量综合 |
| ICS分类： | 计量学和测量、物理现象 >> 计量学和测量综合 |
| 发布日期： | |
| 实施日期： | 2006-08-01 |
| 首发日期： | |
| 作废日期： | |
| 出版日期： | |
| 页数： | 16 |
适用范围
没有内容
前言
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目录
没有内容
引用标准
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所属分类： 综合 计量 计量综合 计量学和测量 物理现象 计量学和测量综合
下载地址: 点击此处下载
【英文标准名称】:StandardTestMethodforRockBoltLong-TermLoadRetentionTest
【原文标准名称】:岩石锚栓长期负载保持力试验方法
【标准号】:ASTMD4436-2008
【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】:D18.12
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:
【英文主题词】:anchors(rock);fieldtesting;loadingtests;mines;pulltesting;rock;Pulltesting;Rockmaterials/properties/analysis;Anchorbolts;Fieldtesting--rock;Loadingtests--rock/relatedmaterials;Mines
【摘要】:Rockboltsareusedforsupportinavarietyofminingandcivilengineeringsituations.Afteraboltisinstalled,theloadgenerallydecreasesovertimeduetodeteriorationoftheboreholewall,creep,andotherfactors.Thisprocessmaybearrestedbyfullyencapsulatingtheboltshortlyafterinstallation.Thisisgenerallydonebypumpingtheboltholefullofcementgrout,thoughsyntheticresinsmayalsobeused.Therateofloadlossdeterminestheintervalduringwhichtheboltmustbeencapsulatedduringconstruction.Thelocalcharacteristicsoftherock,suchasroughnessoftheboreholeandinducedfractures,aresignificantfactorsintheloadlosscharacteristicsofthebolt.Toobtainrealisticvalues,thetestholesshouldbedrilledusingthesamemethodsasthoseusedfortheconstructionboreholes.Inestablishingatestingprogram,thefollowingfactorsshouldbeconsidered:Loadretentiontestsshouldbeconductedinallrocktypeswhereconstructionboltswillbeinstalled.Iftherockisanisotropic,forexample,beddedorschistose,thetestsshouldbeconductedinthesameorientationsrelativetotheanisotropyastheconstructionboltswillbeinstalled.Ineachrocktype,ateachorientation,andforeachanchorsystem,asufficientnumberoftestsshouldbeconductedtodeterminetheaverageandminimumlong-termcapacitieswithinafixeduncertaintybandatthe95%confidencelevel.Theallowableuncertaintybanddependsontheprojectandinvolvessuchfactorsasrockquality,expectedprojectlifetime,andimportanceoftheareastobebolted.Theuncertaintybanddeterminationwillrequireconsiderableengineeringjudgment.Asaroughguideline,atleastsixlong-termtestsforasinglesetofvariableshavebeenfoundnecessarytosatisfythestatisticalrequirements.Thedesignloadandinstallationloadontherockboltsystemshouldbepredetermined.Theinstallationloadislessthantheanchorcapacity,asdeterminedbyMethodD4435.Thedesignloadislessthantheinstallationload;theamountdependsonrockpropertiesandtheminimumtimerequiredtoencapsulatethebolts.Alternatively,thismethodcanberunforapredeterminedtimeintervalbasedonconstructionrequirements,andarealisticdesignloadcanbedeterminedfromthedata.Note18212;Thequalityoftheresultproducedbythisstandardisdependentonthecompetenceofpersonnelperformingit,andthesuitabilityoftheequipmentandfacilitiesused.AgenciesthatmeetthecriteriaofPracticeD3740aregenerallyconsideredcapableofcompetentandobjectivetesting/sampling/inspection/etc.UsersofthisstandardarecautionedthatcompliancewithPracticeD3740doesnotinitselfassurereliableresults.Reliableresultsdependonmanyfactors;PracticeD3740providesameansofevaluatingsomeofthosefactors.1.1Theobjectiveofthistestmethodistodeterminethetimeoverwhichrockbolttensiondecreasesfromtheinstalledvaluetoadesignatedminimumvalue.1.2Thistestmethodisapplicabletoanyanchorsystemwhichisnotfullyencapsulatedimmediatelyuponinstallation,includingmechanical,cementgrout,resin(epoxy,polyester,andthelike)orothersimilarsystems.1.3Thevaluesstatedininch-poundunitsaretoberegardedasstandard.ThevaluesgiveninparenthesesaremathematicalconversionstoSIunitsthatareprovidedforinformationonlyandarenotconsideredstandard.1.4AllobservedandcalculatedvaluesshallconformtotheguidelinesforsignificantdigitsandroundingestablishedinPracticeD6026.1.4.1Themethodusedtospecifyhowdataarecollected,calculated,orrecorde......
【中国标准分类号】:P13
【国际标准分类号】:93_020
【页数】:5P.;A4
【正文语种】:英语
【原文标准名称】:岩石锚栓长期负载保持力试验方法
【标准号】:ASTMD4436-2008
【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】:D18.12
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:
【英文主题词】:anchors(rock);fieldtesting;loadingtests;mines;pulltesting;rock;Pulltesting;Rockmaterials/properties/analysis;Anchorbolts;Fieldtesting--rock;Loadingtests--rock/relatedmaterials;Mines
【摘要】:Rockboltsareusedforsupportinavarietyofminingandcivilengineeringsituations.Afteraboltisinstalled,theloadgenerallydecreasesovertimeduetodeteriorationoftheboreholewall,creep,andotherfactors.Thisprocessmaybearrestedbyfullyencapsulatingtheboltshortlyafterinstallation.Thisisgenerallydonebypumpingtheboltholefullofcementgrout,thoughsyntheticresinsmayalsobeused.Therateofloadlossdeterminestheintervalduringwhichtheboltmustbeencapsulatedduringconstruction.Thelocalcharacteristicsoftherock,suchasroughnessoftheboreholeandinducedfractures,aresignificantfactorsintheloadlosscharacteristicsofthebolt.Toobtainrealisticvalues,thetestholesshouldbedrilledusingthesamemethodsasthoseusedfortheconstructionboreholes.Inestablishingatestingprogram,thefollowingfactorsshouldbeconsidered:Loadretentiontestsshouldbeconductedinallrocktypeswhereconstructionboltswillbeinstalled.Iftherockisanisotropic,forexample,beddedorschistose,thetestsshouldbeconductedinthesameorientationsrelativetotheanisotropyastheconstructionboltswillbeinstalled.Ineachrocktype,ateachorientation,andforeachanchorsystem,asufficientnumberoftestsshouldbeconductedtodeterminetheaverageandminimumlong-termcapacitieswithinafixeduncertaintybandatthe95%confidencelevel.Theallowableuncertaintybanddependsontheprojectandinvolvessuchfactorsasrockquality,expectedprojectlifetime,andimportanceoftheareastobebolted.Theuncertaintybanddeterminationwillrequireconsiderableengineeringjudgment.Asaroughguideline,atleastsixlong-termtestsforasinglesetofvariableshavebeenfoundnecessarytosatisfythestatisticalrequirements.Thedesignloadandinstallationloadontherockboltsystemshouldbepredetermined.Theinstallationloadislessthantheanchorcapacity,asdeterminedbyMethodD4435.Thedesignloadislessthantheinstallationload;theamountdependsonrockpropertiesandtheminimumtimerequiredtoencapsulatethebolts.Alternatively,thismethodcanberunforapredeterminedtimeintervalbasedonconstructionrequirements,andarealisticdesignloadcanbedeterminedfromthedata.Note18212;Thequalityoftheresultproducedbythisstandardisdependentonthecompetenceofpersonnelperformingit,andthesuitabilityoftheequipmentandfacilitiesused.AgenciesthatmeetthecriteriaofPracticeD3740aregenerallyconsideredcapableofcompetentandobjectivetesting/sampling/inspection/etc.UsersofthisstandardarecautionedthatcompliancewithPracticeD3740doesnotinitselfassurereliableresults.Reliableresultsdependonmanyfactors;PracticeD3740providesameansofevaluatingsomeofthosefactors.1.1Theobjectiveofthistestmethodistodeterminethetimeoverwhichrockbolttensiondecreasesfromtheinstalledvaluetoadesignatedminimumvalue.1.2Thistestmethodisapplicabletoanyanchorsystemwhichisnotfullyencapsulatedimmediatelyuponinstallation,includingmechanical,cementgrout,resin(epoxy,polyester,andthelike)orothersimilarsystems.1.3Thevaluesstatedininch-poundunitsaretoberegardedasstandard.ThevaluesgiveninparenthesesaremathematicalconversionstoSIunitsthatareprovidedforinformationonlyandarenotconsideredstandard.1.4AllobservedandcalculatedvaluesshallconformtotheguidelinesforsignificantdigitsandroundingestablishedinPracticeD6026.1.4.1Themethodusedtospecifyhowdataarecollected,calculated,orrecorde......
【中国标准分类号】:P13
【国际标准分类号】:93_020
【页数】:5P.;A4
【正文语种】:英语
基本信息
| 标准名称： | 红土镍矿化学分析方法 第2部分：镍量的测定 丁二酮肟分光光度法 |
| 发布部门： | 中华人民共和国工业和信息化部 |
| 发布日期： | 2012-11-07 |
| 实施日期： | 2013-03-01 |
| 首发日期： | |
| 作废日期： | |
| 出版社： | 中国标准出版社 |
| 出版日期： | 2013-03-01 |
适用范围
本部分规定了红土镍矿中镍量的测定方法。
本部分适用于红土镍矿中镍量的测定。测定范围：0.10%～3.00%。
前言
没有内容
目录
没有内容
引用标准
没有内容
所属分类： 能源 核技术 能源 核技术综合 技术管理 能源和热传导工程 能源和热传导工程综合
