ASTM D6496-2004a(2009) 4375 Standard Test Method for Determining Average Bonding Peel Strength Between the Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners《针刺式土工合成粘.pdf

《ASTM D6496-2004a(2009) 4375 Standard Test Method for Determining Average Bonding Peel Strength Between the Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners《针刺式土工合成粘.pdf》由会员分享，可在线阅读，更多相关《ASTM D6496-2004a(2009) 4375 Standard Test Method for Determining Average Bonding Peel Strength Between the Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners《针刺式土工合成粘.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D6496 04a (Reapproved 2009)Standard Test Method forDetermining Average Bonding Peel Strength Between Topand Bottom Layers of Needle-Punched Geosynthetic ClayLiners1This standard is issued under the fixed designation D6496; the number immediately following the designation indicates the y

2、ear oforiginal adoption or, in the case of revision, the year 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 laboratory determination

3、ofthe average bonding strength between the top and bottomlayers of a sample of a geosynthetic clay liner (GCL).1.2 The values in SI units are to be regarded as the standard.The values in inch-pound units are in parentheses for informa-tion.1.3 This standard does not purport to address all of thesafe

4、ty concerns, if any, associated 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.2. Referenced Documents2.1 ASTM Standards:2D76 Specification for Tensile Te

5、sting Machines for TextilesD4439 Terminology for Geosynthetics3. Terminology3.1 Definitions:3.1.1 geosynthetic, na product manufactured wholly or inpart from polymeric material used with soil, rock, earth, orother geotechnical engineering related material as an integralpart of a project, structure,

6、or system. D44393.1.2 geosynthetic clay liner, na manufactured hydraulicbarrier consisting of clay bonded to a layer or layers ofgeosynthetic material(s). (Currently being balloted under D35Committee on Terminology)4. Summary of Test Method4.1 The top and bottom layers of a geosynthetic clay linerar

7、e gripped individually in tensile grips and pulled at a constantrate of extension by a tensile testing machine until the top andbottom layers of the specimen separate. The average bondingpeel strength of the test specimen can be calculated frommachine scales, dials, recording charts, or an interface

8、 com-puter.5. Significance and Use5.1 The bonding strength test for the top and bottom layersof the geosynthetic clay liner is intended to be an index test. Itis anticipated that the results of the test will be used to evaluatethe quality of the bonding process.6. Apparatus6.1 Tensile Testing Machin

9、eA constant rate of extension(CRE) type of testing machine described in Specification D76shall be used with a minimum precision measuring capabilityof 0.1 N/m (5.71 3 104lbf/in).6.2 ClampsThe clamps shall be a minimum 25 by 100mm (1 by 4 in.) and with appropriate clamping power toprevent slipping or

10、 crushing (damage).6.3 Die or Template, 100 by 200 mm (61 mm) (4 by 8 in.).6.4 Miscellaneous, knives, razor, and the like, as required.7. Test Specimen7.1 The sample received at the testing laboratory should bein satisfactory condition and representative of the productmanufactured or delivered to a

11、site, or both.7.2 The size of the die or template for cutting specimens is100 by 200 mm (4 by 8 in.).7.3 The loss of clay during the specimen cutting processshould have no bearing on the results of the test.7.4 A minimum of five test specimens should be cut fromthe laboratory sample such that they a

12、re representative of theentire roll width. All specimens should be parallel to themachine direction.1This test method is under the jurisdiction of ASTM Committee D35 onGeosynthetics and is the direct responsibility of Subcommittee D35.04 on Geosyn-thetic Clay Liners.Current edition approved Nov. 1,

13、2009. Published January 2010. Originallyapproved in 1999. Last previous edition approved in 2004 as D6496 04a. DOI:10.1520/D6496-04AR09.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume in

14、formation, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.8. Conditioning8.1 The test specimen shall be tested as received.9. Procedure9.1 Obtain SpecimensUsing the die

15、, or template andrazor, and other necessary apparatus, carefully cut from thelaboratory sample five test specimens. The five specimensshould be randomly selected from locations on the sample, butshould be distributed across the sample. All specimens shouldbe cut parallel to the machine direction. Us

16、ing a knife or razor,separate the top and bottom layer of the GCL for the first 50 63mm(26 0.1 in.).9.2 Machine Set-Up ConditionsAdjust the distance be-tween the clamps at the start of the test to 50 6 3mm(26 0.1in.). Set the CRE at 300 mm/min. (12 in./min.).9.3 Insertion of Specimen in ClampsMount

17、the specimencentrally in the clamps. The specimen must be visuallyobserved above the clamp. The specimen length in the machinedirection must be parallel to the direction of application offorce.9.4 Measurement of Bonding Peel StrengthStart the ten-sile testing machine. This is considered the start of

18、 the peel testand represents zero grip separation. Take readings of force andtime starting from 50 mm (2 in.) of grip separation until 250mm (10 in.) of grip separation. The average recorded peelingforce of the GCL over 200 mm (8 in.) of grip separation isrequired and will signify a complete test of

19、 the specimen. (SeeFig. 1).NOTE 1If significant elongation of the geotextile continues after 50mm (2 in.) additional grip peeling of the GCL, the recording intervalshould be adjusted. The recording interval should correspond to 200 mm(8 in.) of grip separation during the peeling of the GCL.9.4.1 Rea

20、dings of force and time shall be taken at aminimum rate of 20 readings per second.9.4.2 If a specimen slips in the jaws, or if for any reasonattributable to faulty operation the results fall significantlybelow the average for the set of specimens, discard the resultsand test another specimen. Contin

21、ue until the required numberof readings have been taken.10. Calculation10.1 Bonding Peel StrengthCalculate the bond strength ofindividual specimens, that is, the average force to cause aspecimen to separate expressed in N (lbf.) of width, using thefollowing equation:af5 Favg/WS(1)where:af= bonding p

22、eel strength, N/m (lbf/in.) of width,Favg= observed average force over a grip separation of 50mm (2 in.) to 250 mm (10 in.), N (lbf), andWS= specified specimen width, m (in.).10.2 Average Bonding Peel StrengthAverage the calcu-lated bonding peel strength of each specimen:aavg5 af11af211a15!/5 (2)whe

23、re:afn= calculated average bond strength for specimen,N/m (lbf/in.), andaavg= average bond strength of the GCL, N/m (lbf/in.)11. Report11.1 Report the following information on bonding peelstrength of GCLs:11.1.1 All specimen values and average bonding peelstrength/unit width to the nearest 0.1 N/m (

24、5.71 3 10-4lbf/in),11.1.2 If requested, the standard deviation, coefficient ofvariation, or both,FIG. 1 Measurement of Bonding Peel StrengthD6496 04a (2009)211.1.3 Sample identification (for example, sample no., rollno., or other traceable identifier),11.1.4 Type of GCL tested,11.1.5 Full scale forc

25、e range used for testing,11.1.6 A statement of any departure from the suggestedtesting procedures so that the results can be evaluated and used,11.1.7 Note any cause or need for testing additional speci-mens due to rupture of the geotextile(s) during test, damage tospecimen from the grips, and so fo

26、rth, and11.2 Identification of testing agency, person performing thetest, date of test and client or project identification.12. Precision and Bias12.1 Inter-Laboratory Test ProgramAn inter-laboratorystudy of this test method was run in 2002/2003. Four differentgeosynthetic clay liner samples were di

27、stributed to ten labora-tories. Three sets of test results were generated for each sampleby each of the laboratories.12.2 Test ResultsThe precision information is given inTable 1. The results are presented for the average of thecoefficient of variation, CV %, for the four samples.12.3 BiasThe proced

28、ure in this test method for measuringthe bonding peel strength of the geosynthetic clay liner has nobias because the values of the bonding peel strength can bedefined in the terms of this test method.13. Keywords13.1 clay; bonding strength; geosynthetic; geosynthetic claylinerAPPENDIX(Nonmandatory I

29、nformation)X1. Alternate MQC Test Method for Peak Bonding Peel StrengthX1.1 This alternate test method can be used to determinethe peak bonding peel strength of the needle-punched geosyn-thetic clay liner. This alternative test method was developed toallow the manufacturer to test material with a te

30、nsiometer inclose proximity to the production line and/or in such a locationthat the ambient conditions could be harmful to the electronicdevice used to record the average bonding peel strength.X1.2 The manufacturer must document that the specifiedaverage bonding peel strength of the geosynthetic cl

31、ay linerproduct will be met or exceeded by the minimum peak bondingstrength of the product.X1.3 The alternate test method shall follow Sections 1 thru9.3 exactly. The following sections shall be used as a replace-ment for the average bonding strength test method.X1.4 Measurement of Peak Bonding Peel

32、 StrengthX1.4.1 Start the tensile testing machine.X1.4.2 Continue testing the specimen until complete peel ofthe GCL and record the maximum peel strength.X1.5 CalculationX1.5.1 Average Peak Peel StrengthAverage the recorded peak bonding strength of each speci-men:pavg5 pf11 pf21 1 pfn!/5where:pfn =

33、recorded peak bonding strength for specimen, N/m(lbf/in.), andpavg = average peak bonding strength of the GCL, N/m(lbf/in.)X1.6 ReportX1.6.1 Report the following information on peak bondingpeel strength of GCLs.X1.6.2 All specimen values and average peak bonding peelstrength/unit width to the neares

34、t 0.1 N/m (5.71 x 10-4 lbf/in)X1.6.3 If requested, the standard deviation, coefficient ofvariation, or both.X1.6.4 Sample identification (e.g. sample no., roll no., orother traceable identifier).X1.6.5 Type of GCL tested.X1.7 Full scale force range used for testing.X1.7.1 A statement of any departur

35、e from the suggestedtesting procedures so that the results can be evaluated and used.X1.7.2 Note any cause or need for testing additional speci-mens due to rupture of the geotextile(s) during test, damage tospecimen from the grips, etc.X1.8 Identification of testing agency, person performing thetest

36、, date of test and client or project identification.TABLE 1 Test ResultsStatistic ILS AverageWithin laboratory repeatability limit, CVSr, % 7Between laboratory reproducibility limit, CVSR, % 1195 % confidence limit within laboratory repeatability, CVr, % 1895 % confidence limit between laboratory re

37、producibility, CVR, % 32D6496 04a (2009)3ASTM 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 th

38、e 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 o

39、f 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 should

40、make 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). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).D6496 04a (2009)4