ISO/TS 17892-7-2004 土工勘查和检验.土壤的实验室检验.第7部分:细粒土壤的无侧限压缩试验
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【英文标准名称】:Geotechnicalinvestigationandtesting-Laboratorytestingofsoil-Part7:Unconfinedcompressiontestonfine-grainedsoils
【原文标准名称】:土工勘查和检验.土壤的实验室检验.第7部分:细粒土壤的无侧限压缩试验
【标准号】:ISO/TS17892-7-2004
【标准状态】:现行
【国别】:国际
【发布日期】:2004-10
【实施或试行日期】:
【发布单位】:国际标准化组织(IX-ISO)
【起草单位】:ISO/TC182
【标准类型】:()
【标准水平】:()
【中文主题词】:土方工程;压缩试验;试样;抗压强度;定义;建筑;土工学;渗透性;水;试验;实验室试验;土壤采样;土壤试验;土壤普查;评定;土壤;无侧限压缩试验;试验报告
【英文主题词】:Compressiontesting;Compressivestrength;Construction;Definitions;Earthworks;Evaluations;Geotechnics;Investigations;Laboratorytesting;Laboratorytests;Permability;Soilsampling;Soilsurveys;Soiltesting;Soils;Testspecimens;Testing;Unconfinedcompressiontest;Water
【摘要】:Thisdocumentcoversthedeterminationofanapproximatevalueoftheunconfinedcompressivestrengthforasquareorcylindricalwater-saturatedhomogeneousspecimenofundisturbedorremouldedcohesivesoilofsufficientlylowpermeabilitytokeepitselfundrainedduringthetimeittakestoperformthetestwithinthescopeofgeotechnicalinvestigationsaccordingtoprEN1997-1and-2.Theunconfinedcompressivestrengthofcohesivesoilsisameasureoftheapparentcohesion.Acohesivesoilbehavesasifitistrulycohesive,e.g.clayandclayeysoils,butmostsoilsinthisgroupbehavecohesivelyduetonegativeporepressureandfrictionandnotduetoactualcohesion.Thistestmethodisusefultoderivetheundrainedshearstrengthofsoil.Itshouldhoweverbenotedthatnoprovisionsaretakentopreventdrainage.Thederivedvalueforundrainedshearstrengthisthereforeonlyvalidforsoilsoflowpermeability,whichbehavesufficientlyundrainedduringtesting.Themethodisnotappropriateforfissuredorvarvedclaysorsiltsorpeats.
【中国标准分类号】:P13
【国际标准分类号】:13_080_20;93_020
【页数】:8P.;A4
【正文语种】:英语
【原文标准名称】:土工勘查和检验.土壤的实验室检验.第7部分:细粒土壤的无侧限压缩试验
【标准号】:ISO/TS17892-7-2004
【标准状态】:现行
【国别】:国际
【发布日期】:2004-10
【实施或试行日期】:
【发布单位】:国际标准化组织(IX-ISO)
【起草单位】:ISO/TC182
【标准类型】:()
【标准水平】:()
【中文主题词】:土方工程;压缩试验;试样;抗压强度;定义;建筑;土工学;渗透性;水;试验;实验室试验;土壤采样;土壤试验;土壤普查;评定;土壤;无侧限压缩试验;试验报告
【英文主题词】:Compressiontesting;Compressivestrength;Construction;Definitions;Earthworks;Evaluations;Geotechnics;Investigations;Laboratorytesting;Laboratorytests;Permability;Soilsampling;Soilsurveys;Soiltesting;Soils;Testspecimens;Testing;Unconfinedcompressiontest;Water
【摘要】:Thisdocumentcoversthedeterminationofanapproximatevalueoftheunconfinedcompressivestrengthforasquareorcylindricalwater-saturatedhomogeneousspecimenofundisturbedorremouldedcohesivesoilofsufficientlylowpermeabilitytokeepitselfundrainedduringthetimeittakestoperformthetestwithinthescopeofgeotechnicalinvestigationsaccordingtoprEN1997-1and-2.Theunconfinedcompressivestrengthofcohesivesoilsisameasureoftheapparentcohesion.Acohesivesoilbehavesasifitistrulycohesive,e.g.clayandclayeysoils,butmostsoilsinthisgroupbehavecohesivelyduetonegativeporepressureandfrictionandnotduetoactualcohesion.Thistestmethodisusefultoderivetheundrainedshearstrengthofsoil.Itshouldhoweverbenotedthatnoprovisionsaretakentopreventdrainage.Thederivedvalueforundrainedshearstrengthisthereforeonlyvalidforsoilsoflowpermeability,whichbehavesufficientlyundrainedduringtesting.Themethodisnotappropriateforfissuredorvarvedclaysorsiltsorpeats.
【中国标准分类号】:P13
【国际标准分类号】:13_080_20;93_020
【页数】:8P.;A4
【正文语种】:英语
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