1、Designation:D636406(Reapproved 2018)Standard Test Method forDetermining Short-Term Compression Behavior ofGeosynthetics1This standard is issued under the fixed designation D6364;the number immediately following the designation indicates the year oforiginal adoption or,in the case of revision,the yea
2、r 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.Scope1.1 This test method covers the procedures for evaluation ofthe deformations of a geosynthetic or combination of geosyn-th
3、etics(thatis,geocomposite(excludinggeotextiles,geomembranes,and geosynthetic clay liners)under short-termcompressive loading.This test method is strictly an index testmethod to be used to verify the compressive strength consis-tency of a given manufactured geosynthetic(s).Results fromthis test metho
4、d should not be considered as an indication ofactual or long-term performance of the geosynthetic(s)in fieldapplications.1.2 Since these geosynthetics may experience multidirec-tional compressive loadings in the field,this test method willnot show actual field performance and should not be used fort
5、his specific objective.The evaluator of the results should alsorecognize that the determination of the short-term single-planecompressive behavior of geosynthetics does not reflect theinstalled performance of synthetic drainage systems and,therefore,should not be used as the only method of productsp
6、ecification or performance with respect to synthetic drainagesystems.1.3 The values in SI units are to be regarded as the standard.Values in inch-pound units are provided in parentheses forinformation.1.4 This standard does not purport to address all of thesafety concerns,if any,associated with its
7、use.It is theresponsibility of the user of this standard to establish appro-priate safety,health,and environmental practices and deter-mine the applicability of regulatory limitations prior to use.1.5 This international standard was developed in accor-dance with internationally recognized principles
8、 on standard-ization established in the Decision on Principles for theDevelopment of International Standards,Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade(TBT)Committee.2.Referenced Documents2.1 ASTM Standards:2D4354 Practice for Sampling of Geosynthet
9、ics and RolledErosion Control Products(RECPs)for TestingD4439 Terminology for GeosyntheticsD5199 Test Method for Measuring the Nominal Thicknessof GeosyntheticsD7001 Specification for Geocomposites for Pavement EdgeDrains and Other High-Flow Applications3.Terminology3.1 Definitions:3.1.1 compressive
10、 deformation,L,nthe decrease in gagelength produced in the test specimen by a compressive load.3.1.2 compressive strain,nd,nthe ratio of compressivedeformation to the gage length of the test specimen.3.1.3 gage length,L,nin compression testing,the mea-sured thickness of the test specimen under speci
11、fied compres-sional force,expressed in units of length prior to compressiveloading.(D5199)3.1.4 geocomposite,na product fabricated from any com-bination of geosynthetics with geotechnical materials or othersynthetics that is used in a geotechnical application.3.1.5 geosynthetic,na planar product man
12、ufactured frompolymeric material used with foundation,soil,rock,earth,orany other geotechnical engineering-related material as anintegral part of a man-made project,structure,or system.(D4439)3.1.6 index test,na test procedure that may contain aknown bias but that may be used to establish an order f
13、or a setof specimens with respect to the property of interest.(D4439)3.1.7 yield point,nthe first point on the load-deformationcurve at which an increase in deformation occurs without acorresponding increase in load.3.1.7.1 DiscussionSome geosynthetics do not exhibit anexact yield point.The tested g
14、eosynthetic may exhibit a less1This test method is under the jurisdiction of ASTM Committee D35 onGeosynthetics and is the direct responsibility of Subcommittee D35.01 on Mechani-cal Properties.Current edition approved Feb.1,2018.Published February 2018.Originallyapproved in 1999.Last previous editi
15、on approved in 2011 as D6364 06(2011).DOI:10.1520/D6364-06R18.2For 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.Copy
16、right 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 Principles for theDevelopment of International Standards,Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade(TBT)Committee.1 steep slope at yield.In addition,it should be stated that theyield point may als
