ASTM D7382-2007 用振动锤法测定粒状土壤有效压实的最大干燥单位重量和含水量范围的标准试验方法
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【英文标准名称】:StandardTestMethodsforDeterminationofMaximumDryUnitWeightandWaterContentRangeforEffectiveCompactionofGranularSoilsUsingaVibratingHammer
【原文标准名称】:用振动锤法测定粒状土壤有效压实的最大干燥单位重量和含水量范围的标准试验方法
【标准号】:ASTMD7382-2007
【标准状态】:现行
【国别】:
【发布日期】:2007
【实施或试行日期】:
【发布单位】:美国材料与试验协会(ASTM)
【起草单位】:D18.03
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:测定;烘干;粒状;锤子;土壤的物理性质;土壤;测试;单位重量;含水量
【英文主题词】:density;granularsoil;soilcompaction;unitweight;vibratinghammer;watercontent;
【摘要】:1.1Thesetestmethodscoverthedeterminationofthemaximumdryunitweightandwatercontentrangeforeffectivecompactionofgranularsoils.Avibratinghammerisusedtoimpartasurchargeandcompactiveefforttothesoilspecimen.1.2Thesetestmethodsapplytosoilswithupto35%,bydrymass,passingaNo.200(75-m)sieveiftheportionpassingtheNo.40(425-m)sieveisnonplastic.1.3Thesetestmethodsapplytosoilswithupto15%,bydrymass,passingaNo.200(75-m)sieveiftheportionpassingtheNo.40(425-m)sieveexhibitsplasticbehavior.1.4Thesetestmethodsapplytosoilsinwhich100%,bydrymass,passesthe2-in.(50-mm)sieve.1.5Thesetestmethodsapplyonlytosoils(materials)thathave30%orless,bydrymassoftheirparticlesretainedonthe3/4-in.(19.0-mm)sieve.Note1Forrelationshipsbetweenunitweightsandwatercontentsofsoilswith30%orless,bydrymass,ofmaterialretainedonthe3/4-in.(19.0-mm)sievetounitweightsandwatercontentsofthefractionpassingthe3/4-in.(19.0-mm)sieve,seePracticeD4718.1.6Thesetestmethodswilltypicallyproduceahighermaximumdrydensity/unitweightforthesoilsspecifiedinandthanthatobtainedbyimpactcompactioninwhichawell-definedmoisture-densit
【中国标准分类号】:B10
【国际标准分类号】:13_080_20
【页数】:11P.;A4
【正文语种】:
【原文标准名称】:用振动锤法测定粒状土壤有效压实的最大干燥单位重量和含水量范围的标准试验方法
【标准号】:ASTMD7382-2007
【标准状态】:现行
【国别】:
【发布日期】:2007
【实施或试行日期】:
【发布单位】:美国材料与试验协会(ASTM)
【起草单位】:D18.03
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:测定;烘干;粒状;锤子;土壤的物理性质;土壤;测试;单位重量;含水量
【英文主题词】:density;granularsoil;soilcompaction;unitweight;vibratinghammer;watercontent;
【摘要】:1.1Thesetestmethodscoverthedeterminationofthemaximumdryunitweightandwatercontentrangeforeffectivecompactionofgranularsoils.Avibratinghammerisusedtoimpartasurchargeandcompactiveefforttothesoilspecimen.1.2Thesetestmethodsapplytosoilswithupto35%,bydrymass,passingaNo.200(75-m)sieveiftheportionpassingtheNo.40(425-m)sieveisnonplastic.1.3Thesetestmethodsapplytosoilswithupto15%,bydrymass,passingaNo.200(75-m)sieveiftheportionpassingtheNo.40(425-m)sieveexhibitsplasticbehavior.1.4Thesetestmethodsapplytosoilsinwhich100%,bydrymass,passesthe2-in.(50-mm)sieve.1.5Thesetestmethodsapplyonlytosoils(materials)thathave30%orless,bydrymassoftheirparticlesretainedonthe3/4-in.(19.0-mm)sieve.Note1Forrelationshipsbetweenunitweightsandwatercontentsofsoilswith30%orless,bydrymass,ofmaterialretainedonthe3/4-in.(19.0-mm)sievetounitweightsandwatercontentsofthefractionpassingthe3/4-in.(19.0-mm)sieve,seePracticeD4718.1.6Thesetestmethodswilltypicallyproduceahighermaximumdrydensity/unitweightforthesoilsspecifiedinandthanthatobtainedbyimpactcompactioninwhichawell-definedmoisture-densit
【中国标准分类号】:B10
【国际标准分类号】:13_080_20
【页数】:11P.;A4
【正文语种】:
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