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ASTM_D_5982_-_15.pdf

1、Designation:D598215Standard Test Method forDetermining Cement Content of Fresh Soil-Cement(Heat ofNeutralization Method)1This standard is issued under the fixed designation D5982;the number immediately following the designation indicates the year oforiginal adoption or,in the case of revision,the ye

2、ar of last revision.A number in parentheses indicates the year of last reapproval.Asuperscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope*1.1 This test method covers the procedure for determiningthe cement content of fresh soil-cement.This test method canbe

3、used for determining the cement content of specimens thatcontain 3 to 16%cement.This test method is appropriate forsoil-cement containing up to 55%plus 4.75 mm(No.4)sieve-size particles with a maximum particle size of 75 mm(3in.).It should not be used for determining the Class F pozzolancontent of t

4、hese mixtures.1.2 All observed and calculated values shall conform to theguidelines for significant digits and rounding established inPractice D6026.1.2.1 The procedures used to specify how data are collected/recorded and calculated in this test method are regarded as theindustry standard.In additio

5、n,they are representative of thesignificant digits that should generally be retained.The proce-dures used do not consider material variation,purpose forobtaining the data,special purpose studies,or any consider-ations for the users objectives;it is common practice toincrease or reduce significant di

6、gits of reported data commen-surate with such considerations.It is beyond the scope of thistest method to consider significant digits used in analysismethods for engineering design.1.3 UnitsThe values stated in SI units are to be regardedas the standard.The values given in parentheses are mathemati-

7、cal conversions to inch-pound units,which are provided forinformation only and are not considered standard.Reporting oftest results in units other than SI shall not be regarded asnonconformance with this standard.1.3.1 The converted inch-pound units use the gravitationalsystem of units.In this syste

8、m,the pound(lbf)represents a unitof force(weight),while the unit for mass is slugs.Theconverted slug unit is not given,unless dynamic(F=ma)calculations are involved.1.3.2 It is common practice in the engineering/constructionprofession to concurrently use pounds to represent both a unitof mass(lbm)an

9、d of force(lbf).This implicitly combines twoseparate systems of units;that is,the absolute system and thegravitational system.It is scientifically undesirable to combinethe use of two separate sets of inch-pound units within a singlestandard.As stated,this standard includes the gravitationalsystem o

10、f inch-pound units and does not use/present the slugunit for mass.However the use of balances or scales,recordingpounds of mass(lbm)or recording in lbm/ft3shall not beregarded as nonconformance with this standard.1.4 This standard does not purport to address all of thesafety concerns,if any,associat

11、ed with its use.It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.Specific precau-tionary statements are given in Section 8.2.Referenced Documents2.1 ASTM Standards:2C219

12、Terminology Relating to Hydraulic CementD653 Terminology Relating to Soil,Rock,and ContainedFluidsD2216 Test Methods for Laboratory Determination of Water(Moisture)Content of Soil and Rock by MassD3740 Practice for Minimum Requirements for AgenciesEngaged in Testing and/or Inspection of Soil and Roc

13、k asUsed in Engineering Design and ConstructionD4753 Guide for Evaluating,Selecting,and Specifying Bal-ances and Standard Masses for Use in Soil,Rock,andConstruction Materials TestingD6026 Practice for Using Significant Digits in GeotechnicalDataE644 Test Methods for Testing Industrial Resistance Th

14、er-mometers1This test method is under the jurisdiction ofASTM Committee D18 on Soil andRock and is the direct responsibility of Subcommittee D18.15 on Stabilization WithAdmixtures.Current edition approved Nov.15,2015.Published December 2015.Originallyapproved in 1996.Last previous edition approved i

15、n 2007 as D5982 07.DOI:10.1520/D5982-15.2For referenced ASTM standards,visit the ASTM website,www.astm.org,orcontact ASTM Customer Service at serviceastm.org.For Annual Book of ASTMStandards volume information,refer to the standards Document Summary page onthe ASTM website.*A Summary of Changes sect

16、ion appears at the end of this standardCopyright ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959.United States1 3.Terminology3.1 DefinitionsFor definitions of common technical termsused in this standard,refere to Terminology standards D653and C219.3.2 Definitions of Terms Specific to This Standard:3.2.1 heat of neutralizationthe difference between thetemperature of soil-cement/buffer solution after mixing and theaverage of buffer solution and soil-cement test

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