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本文(ASTM D4759-2002(2007) Standard Practice for Determining the Specification Conformance of Geosynthetics《测定土工合成物规格合格性的标准实施规范》.pdf)为本站会员(medalangle361)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

ASTM D4759-2002(2007) Standard Practice for Determining the Specification Conformance of Geosynthetics《测定土工合成物规格合格性的标准实施规范》.pdf

1、Designation: D 4759 02 (Reapproved 2007)Standard Practice forDetermining the Specification Conformance ofGeosynthetics1This standard is issued under the fixed designation D 4759; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the

2、year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope1.1 This practice covers a proce

3、dure for determining theconformance of geosynthetic properties to standard specifica-tions.1.2 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 health practi

4、ces and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D 4354 Practice for Sampling of Geosynthetics for TestingD 4439 Terminology for GeosyntheticsD 4533 Test Method for Trapezoid Tearing Strength ofGeotextiles3. Terminology3.1 Definit

5、ions:3.1.1 geotextile, nany permeable textile used with foun-dation soil, rock, earth, or any other geotechnical engineeringrelated material as an integral part of a man-made project,structure, or system.3.1.2 geosynthetic, na planar product manufactured frompolymeric material used with soil, rock,

6、earth, or other geo-technical engineering related material as an integral part of aman-made project, structure, or system.3.1.3 specification, na precise statement of a set ofrequirements to be satisfied by a material, product, system orservice that indicates the procedures for determining whetherea

7、ch of the requirements is satisfied.3.1.4 test result, na value obtained by a given test method,expressed as a single determination or a specified combinationof a number of determinations.3.1.5 For definition of terms relating to geotextiles, refer toTerminology D 4439.4. Significance and Use4.1 Thi

8、s practice provides a means by which the purchasercan determine the conformance of geosynthetic properties asapplied to the acceptance or rejection of a material in regardsto a material specification.4.2 This practice has been developed with strong emphasison practicality and the realization that al

9、l geosynthetics aresubjected to a vigorous quality control program prior toshipping.NOTE 1It is suggested that the user obtain the mean, standarddeviation, and/or the coefficient of variation for given physical/mechanicalproperties of a product directly from the manufacturer. If this data isunavaila

10、ble, it is suggested that users of this practice begin to accumulatedata that can be used to estimate product averages and standard deviationsfor each product.NOTE 2The risk to the purchaser of buying out of specificationmaterials is minimal when conformance requirements are detailed in thepurchase

11、specification and adequate conformance testing is performed. Itis the producers responsibility to perform thorough quality control testingfor all properties requiring certification. The producers risk of rejection isminimal with the performance of this thorough quality control testing.5. Procedure5.

12、1 Divide into lots and select lot and laboratory samples asdirected in Practice D 4354.5.2 Test the number of specimens as directed in the appli-cable testing method.5.3 If the average test values for the individual lot samplingunit meet all the acceptable specification values, the lot passes.5.4 If

13、 the average test value for any individual lot samplingunit does not meet one or more of the acceptable specificationvalues, the lot shall be resampled and tested, except as noted in5.4.3.5.4.1 Any individual lot sampling unit which fails initialtesting shall not be included in the lot for resamplin

14、g.1This practice is under the jurisdiction of ASTM Committee D35 on Geosyn-thetics and is the direct responsibility of Subcommittee D35.01 on MechanicalProperties.Current edition approved Dec. 1, 2007. Published January 2008. Originallyapproved in 1988. Last previous edition approved in 2002 as D 47

15、5902.2For 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.1Copyright ASTM International, 100 Barr Harbor Drive, PO

16、 Box C700, West Conshohocken, PA 19428-2959, United States.5.4.2 Disposition of individual lot sampling units which failinitial testing shall be agreed upon by purchaser and seller.5.4.3 If all lot sampling units fail initial testing, reject theentire lot without further sampling and testing.5.4.4 T

17、he resample size shall be at least that determined in5.1.NOTE 3The larger the number of samples in a resample, the smallerwill be the consumers risk of accepting an undesirable product.5.5 Pass the lot if the average test values for the individuallot sampling unit from the resample meet the acceptab

18、lespecification values.5.6 Fail the lot if the average test values for any individuallot sampling unit from the resample do not meet one or moreof the acceptable specification values.5.7 Reject any failing lot.5.8 A numerical example of this practice is included inAppendix X1.APPENDIX(Nonmandatory I

19、nformation)X1. EXAMPLE OF DETERMINING CONFORMANCE TO SPECIFICATIONX1.1 AssumptionsThis example assumes the following:X1.1.1 A geotextile is to be tested against a specificationthat requires a minimum of trapezoid tear strength of 356 N (80lbf).X1.1.2 For this example, the lot consists of 300 rolls.P

20、ractice D 4354, Procedure C requires two lot sampling unitsper lot for lots of 201 to 500 rolls. The 300 rolls in the lot wereassigned numbers and the five rolls to be used as lot samplingunits were selected using a table of random numbers.X1.1.3 Test Method D 4533 specifies there will be onelaborat

21、ory sampling unit taken from each lot sampling unit andrequires the following number of test specimens per laboratorysampling unit in each direction:n 5 tv/A!2where:n = number of test specimens per laboratory sampling unit(rounded upward to the next whole number),v = reliable estimate of the coeffic

22、ient of variation forindividual observations based on similar materials inthe users laboratory under conditions of single-operator precision,t = the value of Students t for one side limits, a 95 %probability level, and the degrees of freedom associ-ated with the estimate of v, andA = 5.0 % of the av

23、erage, the value of the allowablevariation.X1.1.4 Based on a value of v = 6.3 lbf associated with aninfinite number of degrees of freedom ( t = 1.645):n = (1.645) (6.3)/5.02= 4.3 = 5 specimens per laboratorysampling unit in each directionX1.2 Data for Sample Set 1The data are given in TableX1.1. Lot

24、 sampling unit 2 failed in the machine direction.Since lot sampling unit 2 does not meet the specificationrequirement, the lot was resampled.X1.3 ResamplingThe supplier and the purchaser agreedto increase the number of rolls in the second lot sample tothree. The three rolls in the second sample were

25、 selected usinga table of random numbers excluding the roll from which lotsampling unit 2 was taken.X1.4 Data for Sample Set 2The data are given in TableX1.2. None of the lots sampling units failed. The lot wasTABLE X1.2 Test Results for Sample Set 2SpecimenLot Sampling UnitsMachine Direction Cross-

26、Machine Direction2452451 8692788793802 594808 4813 390828695834 8191848492855 29383839184Average 83.4 92.0 81.4 85.4 93.0 92.6TABLE X1.1 Test Results for Sample Set 1SpecimenLot Sampling UnitsMachine Direction Cross-Machine Direction12121 847984802 37885 13 827984834 28083 45 83818282Average 82.8 79

27、.4 83.8 82.0D 4759 02 (2007)2accepted.ASTM 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 r

28、iskof 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 t

29、his 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 shouldmak

30、e 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 4759 02 (2007)3

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