ASTM D5889-2011 8125 Standard Practice for Quality Control of Geosynthetic Clay Liners《土工合成粘土衬垫质量控制的标准操作规程》.pdf

1、Designation: D5889 11Standard Practice forQuality Control of Geosynthetic Clay Liners1This standard is issued under the fixed designation D5889; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in

2、 parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice covers the manufacturing quality controlof geosynthetic clay liners (GCLs), describing types of tests,the proper test methods, and

3、 the minimum testing frequencies.1.2 This practice is intended to aid manufacturers, suppliers,purchasers and users of GCLs in establishing a minimum levelof effort for manufacturing quality control.1.3 This practice does not address manufacturing qualityassurance, product acceptance testing, or con

4、formance testing.These are independent activities taken by organizations otherthan the GCL manufacturer.1.4 The values stated in SI units are to be regarded as thestandard. The inch-pound units given in parentheses are forinformation only.1.5 This standard does not purport to address all of thesafet

5、y 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:2D882 Test Method for Tensile Prop

6、erties of Thin PlasticSheetingD4439 Terminology for GeosyntheticsD4632 Test Method for Grab Breaking Load and Elonga-tion of GeotextilesD5199 Test Method for Measuring the Nominal Thicknessof GeosyntheticsD5261 Test Method for Measuring Mass per Unit Area ofGeotextilesD5887 Test Method for Measureme

7、nt of Index FluxThrough Saturated Geosynthetic Clay Liner SpecimensUsing a Flexible Wall PermeameterD5890 Test Method for Swell Index of Clay MineralComponent of Geosynthetic Clay LinersD5891 Test Method for Fluid Loss of Clay Component ofGeosynthetic Clay LinersD5993 Test Method for Measuring Mass

8、Per Unit of Geo-synthetic Clay LinersD6496 Test Method for Determining Average Bonding PeelStrength Between Top and Bottom Layers of Needle-Punched Geosynthetic Clay LinersD6693 Test Method for Determining Tensile Properties ofNonreinforced Polyethylene and Nonreinforced FlexiblePolypropylene Geomem

9、branesD6768 Test Method for Tensile Strength of GeosyntheticClay Liners2.2 Government Document:EPA/600/R-93/182 Technical Guidance Document QualityAssurance and Quality Control for Waste ContainmentFacilities33. Terminology3.1 Definitions:3.1.1 Geosynthetic Definitions:3.1.1.1 geomembrane, nan essen

10、tially impermeable geo-synthetic composed of one or more synthetic sheets.3.1.1.2 geotextile, na permeable geosynthetic comprisedsolely of textiles.3.1.2 Organizational Definitions:3.1.2.1 installer, nthe party who installs, or facilitatesinstallation of, any materials purchased from manufacturers o

11、rsuppliers.3.1.2.2 manufacturer, nthe group, corporation, partner-ship, or individual that manufactures a product.3.1.2.3 purchaser, nthe person, company, or organizationthat purchases any materials or work to be performed.3.1.2.4 supplier, nthe party who supplies material orservices.3.1.3 Quality D

12、efinitions:3.1.3.1 quality assurance (QA), nall those planned orsystematic actions necessary to provide adequate confidencethat a material, product, system, or service will satisfy givenneeds.1This practice is under the jurisdiction of ASTM Committee D35 on Geosyn-thetics and is the direct responsib

13、ility of Subcommittee D35.04 on GeosyntheticClay Liners.Current edition approved Oct. 1, 2011. Published October 2011. Originallyapproved in 1995. Last previous edition approved in 2008 as D5889 97 (2008).DOI: 10.1520/D5889-11.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orc

14、ontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from Superintendent of Documents, U.S. Government PrintingOffice, Washington, DC 20402.1Copyright ASTM International, 100 B

15、arr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.3.1.3.2 quality control (QC), na planned system of activi-ties whose purpose is to provide a level of quality that meetsthe needs of users; also, the use of such a system.3.2 For definitions of other terms, see Terminolog

16、y D4439.4. Significance and Use4.1 GCLs must be properly manufactured in a mannerconsistent with a minimum level of quality control as deter-mined by in-house testing of the final product. This practicesuggests the types of tests, the methods of the testing and theminimum testing frequencies.4.2 It

17、should be clearly recognized that manufacturers mayperform additional tests or at greater frequency than required inthis practice, or both. In this case, the manufacturers qualitycontrol plan will then take precedence over this practice. Thequoted tests and test methods in Table 1 must appear in the

18、 QCplan and the QC report.4.3 It should also be recognized that purchasers and install-ers of GCLs may require additional tests or at a great frequencythan called for in this practice, or both. The organization(s)producing such project specific specification or quality assur-ance plan should recogni

19、ze that such requirements are beyondthe current state of the practice. If such a request is made bypurchasers or installers, they should clearly communicate therequirements to the manufacturer or supplier during the con-tract decisions in order that disputes do not arise at a subse-quent time.5. Pro

20、cedure5.1 The procedure for this practice is embodied in Table 1.5.1.1 The minimum recommended quality control tests forthe manufacture of GCLs are given in Table 1. The tests areperformed on the clay, the geosynthetic component material(s)and the finished GCL.D5889 112ASTM International takes no po

21、sition 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 riskof infringement of such rights, are entirely their own responsibi

22、lity.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 this standard or for additional standardsand should be addressed to A

23、STM 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 shouldmake your views known to the ASTM Committee on Standards, at the addres

24、s 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), 61

25、0-832-9555 (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/).TABLE 1 Minimum Types of Tests and Their Frequencies for the QC of GCLsTest Designation Test Metho

26、d Frequency of Testing Report ValueClay:A BFree swell D5890 Every 50 tonnes Minimum averageFluid loss D5891 Every 50 tonnes Minimum averageGeosynthetic Materials:BGeotextiles:Mass per unit area D5261 20 000 m2(200 000 ft2) Typical and MARVGrab tensile strength (MD and CD) D4632 20 000 m2(200 000 ft2

27、) MARVGeomembraneThickness D5199 20 000 m2(200 000 ft2) MARVTensile strength at break and yield (MD and CD)CD6693 20 000 m2(200 000 ft2) MARVFinished GCL:DClay mass per unit area (dried)ED5993 4000 m2(40 000 ft2) MARVClay moisture content D5993 4000 m2(40 000 ft2) Average valueFTensile strengthGD676

28、8 20 000 m2(200 000 ft2) MARVBonding peel strength D6496 20 000 m2(200 000 ft2) MARVIndex fluxB,GD5887 Once weekly with the last 20 values reportedHMaximum valueAThe tests on the bentonite are to be performed on the as-received material before fabrication into the GCL product.BCert letter from compo

29、nent manufacturer or QAfrom GCL manufacturer, or both. Cert letters must arrive and be checked before the components are used for the GCLproduction.CFor geofilms, Test Method D882 may be more appropriate.DComponents from finished GCL product should not be separated and tested, because the production

30、 process may alter the properties of the components.EDried bentonite should be defined as 0 % moisture content.FOnly for information.GThis test may not be applicable for geomembrane-backed GCLs.HThe last 20 values to be reported should end at the production date of the supplied GCL. If the manufacturer has more production facilities or production lines, or both,the tests must be performed and reported for each line.D5889 113