1、Designation:D532319aStandard Practice forDetermination of 2%Secant Modulus for PolyethyleneGeomembranes1This standard is issued under the fixed designation D5323;the number immediately following the designation indicates the year oforiginal adoption or,in the case of revision,the year of last revisi
2、on.A number in parentheses indicates the year of last reapproval.Asuperscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope1.1 This practice presents a technique for calculating the2%secant modulus for polyethylene geomembranes between0.5 and 5 mm(20 and 200 mi
3、l)using Test Method D6693/D6693M.1.2 This practice will facilitate modulus comparisons ofsimilar materials by standardizing the method for deriving thepoints on the stress-strain curve from which the calculationsare performed.1.3 The values stated in SI units are to be regarded asstandard.The values
4、 given in parentheses are for informationonly.1.4 This standard does not purport to address all of thesafety concerns,if any,associated with its use.It is theresponsibility of the user of this standard to establish appro-priate safety,health,and environmental practices and deter-mine the applicabili
5、ty of regulatory limitations prior to use.1.5 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards,Guides and Recom-mendations issued by the Worl
6、d Trade Organization TechnicalBarriers to Trade(TBT)Committee.2.Referenced Documents2.1 ASTM Standards:2D883 Terminology Relating to PlasticsD4439 Terminology for GeosyntheticsD6693/D6693M Test Method for Determining Tensile Prop-erties of Nonreinforced Polyethylene and NonreinforcedFlexible Polypro
7、pylene Geomembranes3.Terminology3.1 DefinitionsSee Terminologies D883 and D4439 forgeneral definitions.3.2 Definitions of Terms Specific to This Standard:3.2.1 modulus of elasticity,MPa(FL2),nthe ratio ofstress(nominal)to corresponding strain below the proportionallimit of a material,expressed in fo
8、rce per unit area,such asmegapascals(pounds-force per square inch).3.2.1.1 DiscussionThe stress-strain relations of manyplastics do not conform to Hookes law throughout the elasticrange,but rather deviate therefrom even at strains well belowthe elastic limit.For such materials,the slope of the tange
9、nt tothe stress-strain curve at a low strain is usually taken as themodulus of elasticity(or elastic modulus).Since the existenceof a true proportional limit in polyethylene is questionable,andwith the impracticality of measuring it reliably,the use ofsecant modulus for comparative evaluations is pr
10、eferred.3.2.2 secant modulus,nthe ratio of stress(nominal)tocorresponding strain at any specified point on the stress-straincurve.3.2.2.1 DiscussionThe measurement units for secantmodulus may change,depending on the standard used.For thepurposes of this practice,the measurement units shall be forcep
11、er unit area(FL2),such as megapascals(pounds-force persquare inch).4.Significance and Use4.1 Where to draw the tangent to determine the modulus ofelasticity is often unclear when performing tensile tests withpolyethylene geomembranes.This problem results in a widevariation in test results and,theref
12、ore,makes this propertyunreliable for comparisons.4.2 A secant modulus based on 2%strain can be usefulwhen making comparisons between materials,in qualitycontrol,and in comparing the same sample after being sub-jected to a nonstandard environment.4.3 Secant modulus is an approximation of modulus ofe
13、lasticity and generally results in a lower value than that for themodulus of elasticity.1This practice is under the jurisdiction of ASTM Committee D35 on Geosyn-thetics and is the direct responsibility of Subcommittee D35.10 on Geomembranes.Current edition approved Feb.1,2019.Published February 2019
14、.Originallyapproved in 1992.Last previous edition approved in 2019 as D5323 19.DOI:10.1520/D5323-19A.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 Docume
15、nt Summary page onthe ASTM website.Copyright ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959.United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principl
16、es for theDevelopment of International Standards,Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade(TBT)Committee.1 4.4 Although the technique for measuring 2%secant modu-lus is described here,other percent secant moduli can bemeasured by this practice.5.Procedure5.1 Follow the test procedure described in Test MethodD6693/D6693M.5.1.1 A crosshead speed of 50 mm/min(2 in./min)isrecommended for determining secant modulus,regardless ofthe type of geomembra
