ASTM D7003-2003(2008) 459 Standard Test Method for Strip Tensile Properties of Reinforced Geomembranes《增强土工薄膜的抗剥去断裂性的标准试验方法》.pdf

《ASTM D7003-2003(2008) 459 Standard Test Method for Strip Tensile Properties of Reinforced Geomembranes《增强土工薄膜的抗剥去断裂性的标准试验方法》.pdf》由会员分享，可在线阅读，更多相关《ASTM D7003-2003(2008) 459 Standard Test Method for Strip Tensile Properties of Reinforced Geomembranes《增强土工薄膜的抗剥去断裂性的标准试验方法》.pdf（2页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D 7003 03 (Reapproved 2008)Standard Test Method forStrip Tensile Properties of Reinforced Geomembranes1This standard is issued under the fixed designation D 7003; 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 is used to measure the strip tensileproperties of reinforced geomembranes.1.2 The values stated

3、in SI units are to be regarded asstandard. The values given in parentheses are for informationonly.1.3 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 and healt

4、h practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D76 Specification for Tensile Testing Machines for TextilesD 4354 Practice for Sampling of Geosynthetics for TestingD 4439 Terminology for Geosynthetics3. Terminology3.1 Def

5、initionsDefinitions of terms applying to this testmethod appear in Terminology D 4439.3.1.1 atmosphere for testing geosynthetics, nair main-tained at a relative humidity between 50 to 70 % and atemperature of 21 6 2C (70 6 4F).3.1.2 reinforced geomembrane, na geomembrane inter-nally reinforced with

6、a textile.3.1.3 yarn, na generic term for a continuous strand oftextile fibers, filaments or material in a form suitable forknitting, weaving or otherwise intertwining to form a textilefabric.4. Significance and Use4.1 This method evaluates strip tensile properties of rein-forced geomembranes for th

7、e purposes of quality control,quality assurance and research. In order to evaluate the fullcontribution of the reinforcement, testing is performed parallelto the directions of reinforcement. This method is an index testand is not intended for design purposes.5. Apparatus5.1 Tensile Testing MachineCo

8、nstant Rate of Extension(CRE) equipment meeting the requirements of SpecificationD76. The load cell shall be accurate to within 61 % of theapplied force. The drive mechanism shall be able to control therate of extension to within 61 % of the targeted rate.5.2 GripsOne of the grips must be self align

9、ing tocompensate for uneven distribution of force across the speci-men. The clamping force and the clamp surfaces shall hold thespecimen firmly without causing damage. The clamps shall becapable of gripping a 25 mm (1 in.) by 25 mm (1 in.) area. Thiscan be accomplished by either using 25 mm (1 in.)

10、squareclamp faces or by using clamps with dimensions of 25 mm (1in.) by greater than 25 mm (1 in.) and crossing the clamps inthe grips so that only a 25 mm (1 in.) by 25 mm (1 in.) area isgripped.5.3 Recording MechanismThe testing machine shall beequipped with equipment capable of producing a hard c

11、opy ofthe force versus displacement curve. Electronic data acquisi-tion with printer capabilities or direct recording devices areacceptable.6. Sampling and Test Specs and Units6.1 Lot SampleFor the lot sample, take rolls of geomem-brane per the applicable project specification, or as agreedupon betw

12、een purchaser and supplier. Unless otherwise speci-fied, refer to Practice D 4354.6.2 Laboratory SampleFor the laboratory sample, take afull-width swatch approximately1m(3ft)long by roll widthfor each roll in the lot sample. Take a sample that will excludematerial from the outer wrap of the roll or

13、the inner wrap1This test method is under the jurisdiction of ASTM Committee D35 onGeosynthetics and is the direct responsibility of Subcommittee D35.10 on Geomem-branes.Current edition approved July 1, 2008. Published October 2008. Originallyapproved in 2003. Last previous edition approved in 2003 a

14、s D 700303.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at seviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Driv

15、e, PO Box C700, West Conshohocken, PA 19428-2959, United States.around the core. In the case where the sample is taken at theproduction site, material from the outer wrap may be used if itis undamaged.6.3 Test SpecimensPrepare five specimens with the lengthof the specimen parallel to the machine dir

16、ection (MD) and fivespecimens with the length parallel to the transverse direction(TD) for materials with the reinforcement running in thosedirections. If the reinforcement is aligned in any direction otherthan the machine or transverse directions, specimens shall becut parallel to those directions

17、and so noted in the report. Cutthe specimens such that different reinforcing yarns or strandsare tested in each specimen. Specimens may be taken from theselvage as long as there are not more yarns in the selvage thanin the rest of the product.6.4 The specimens shall be 25 mm (1 in.) wide by at least

18、150 mm (6 in.) long (test direction). Test specimens shall be cutparallel to the direction of reinforcement being tested. Rein-forcement in the test direction should be continuous so thesame strands of reinforcement can be gripped in both clamps.This is a critical point since the tensile strength is

19、 significantlyreduced if the reinforcing yarns are not all continuous from oneclamp to the other. Each specimen is to be inspected for cut testdirection yarns. If it is not possible to prepare the specimenswithout cutting test direction yarns, it shall be so noted in thereport.7. Conditioning7.1 Con

20、ditioningSpecimens may be tested once they haveequilibrated at standard laboratory temperature. The timerequired to reach temperature equilibrium may vary accordingto the manufacturing process, material type and materialthickness.7.2 Test ConditionsConduct tests at the standard atmo-sphere for testi

21、ng geosynthetics, a temperature of 21 6 2C (706 4F) and a relative humidity between 50 to 70 %, unlessotherwise specified.8. Procedure8.1 Set the distance between the gripping portion of theclamps 75 mm (3 in.) apart.8.2 Clamp a specimen so that the specimen is centered inthe clamps with the sides o

22、f the clamps being parallel to thetested reinforcement.8.3 Elongate the specimen at a test speed of 300 mm/min(12 in./min) until both the reinforcement and the polymericfilm or sheet has failed, recording the load-extension curve. Ifthe specimen slips in the clamps, breaks in the clamps, breaksat th

23、e edges of the clamps, the scrim pulls out and does notbreak, or if for any reason attributable to faulty operation, theresult falls markedly below the average for the set of speci-mens, discard the result and test an additional specimen.8.4 Record peak load, grip separation at peak load, load atfin

24、al break and grip separation at final break.8.5 Repeat the procedure for the remaining specimens.9. Calculation9.1 Calculate peak strength in force per unit width, kN/m(lb/in.), by dividing the maximum load by the original width ofthe specimen.9.2 Calculate elongation by dividing the grip movement b

25、y75 mm (3 in.), multiplying by 100 % and reporting in percent.9.3 Calculate the average and standard deviation for peakstrength, elongation at peak strength, load at final break andelongation at final break. Calculate the results for each testdirection separately.10. Report10.1 Report the following

26、information:10.1.1 Complete identification of the material tested,10.1.2 The direction of testing if other than MD and TD,10.1.3 Any deviation of the specified test procedure,10.1.4 Any inability to prepare the tested specimens withoutcutting the reinforcing scrim in the test direction, and10.1.5 Th

27、e average and standard deviation for peakstrength, elongation at peak strength, elongation at final breakand strength at final break. Report each test direction resultsseparately.11. Precision and Bias11.1 No precision and bias has been established yet for thistest standard.12. Keywords12.1 geomembr

28、ane; reinforced; strip tensile; tensileASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the

29、riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of

30、this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldma

31、ke your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).D 7003 03 (2008)2