ASTM D5890-2011 4093 Standard Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay Liners《土工合成材料粘土衬垫的粘土矿物成分膨胀指数的标准试验方法》.pdf

《ASTM D5890-2011 4093 Standard Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay Liners《土工合成材料粘土衬垫的粘土矿物成分膨胀指数的标准试验方法》.pdf》由会员分享，可在线阅读，更多相关《ASTM D5890-2011 4093 Standard Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay Liners《土工合成材料粘土衬垫的粘土矿物成分膨胀指数的标准试验方法》.pdf（7页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D5890 11Standard Test Method forSwell Index of Clay Mineral Component of GeosyntheticClay Liners1This standard is issued under the fixed designation D5890; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of la

2、st 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 an index method that enablesthe evaluation of swelling properties of a clay mineral inreagent wa

3、ter for estimation of its usefulness for permeabilityor hydraulic conductivity reduction in geosynthetic clay liners(GCL).1.2 It is adapted from United States Pharmacopeia (USP)test method for bentonite.1.3 Powdered clay mineral is tested after drying to constantweight at 105 6 5C; granular clay min

4、eral should be groundto a 100 % passing a 100 mesh U.S. Standard Sieve with aminimum of 65 % passing a 200 mesh U.S. Standard Sieve.The bentonite passing the 100 mesh U.S. Standard Sieve isused for testing after drying to constant weight at 105 6 5C.1.4 The values stated in SI units are to be regard

5、ed as thestandard.1.5 his standard does not purport to address all of the safetyconcerns, if any, associated with its use. It is the responsibilityof the user of this standard to establish appropriate safety andhealth practices and determine the applicability of regulatorylimitations prior to use. S

6、pecific precautionary statements aregiven in Section 7.2. Referenced Documents2.1 ASTM Standards:2D1193 Specification for Reagent WaterD4643 Test Method for Determination of Water (Moisture)Content of Soil by Microwave Oven HeatingD4753 Guide for Evaluating, Selecting, and SpecifyingBalances and Sta

7、ndard Masses for Use in Soil, Rock, andConstruction Materials TestingE1 Specification for ASTM Liquid-in-Glass ThermometersE145 Specification for Gravity-Convection and Forced-Ventilation OvensE691 Practice for Conducting an Interlaboratory Study toDetermine the Precision of a Test MethodE725 Test M

8、ethod for Sampling Granular Carriers andGranular Pesticides2.2 United States Pharmacopeia Standard:USP-NF-XVII Bentonite33. Terminology3.1 Definitions:3.1.1 geosynthetic, na planar product manufactured frompolymeric material used with soil, rock, earth, or other geo-technical engineering related mat

9、erial as an integral part of aman-made project, structure, or system.3.1.2 geosynthetic clay liner, na factory manufacturedhydraulic barrier consisting of clay supported by geotextiles, orgeomembranes, or both, that are held together by needling,stitching, or chemical adhesives.3.1.3 moisture conten

10、t, nthat part of the mass of ageosynthetic clay liner that is absorbed water, compared to themass of dry clay.3.1.4 oven-dried, adjthe condition of a material that hasbeen heated under prescribed conditions of temperature andhumidity until there is no further significant change in its mass.4. Signif

11、icance and Use4.1 Clay mineral is a major functional component of GCLsystems that reduces the hydraulic conductivity of industrial,waste, or ground water through the liner.4.2 Clay mineral quality can vary significantly and effect thehydraulic conductivity of the GCL composite. This test methodevalu

12、ates a significant property of clay mineral that relates toperformance.5. Apparatus5.1 Mortar and Pestle or Laboratory Hammer Mill, forgrinding clay mineral to required particle sizing.5.2 U.S. Standard Sieve, 100 mesh, 200 mesh, and auto-mated sieve shaker.5.3 Drying Oven, thermostatically controll

13、ed, preferablyforced draft type, meeting requirements of Specification E1451This 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 Oct. 1, 2011. Published October 2

14、011. Originallyapproved in 1995. Last previous edition approved in 2006 as D5890 - 06. DOI:10.1520/D5890-11.2For 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 stan

15、dards Document Summary page onthe ASTM website.3Available from U.S. Pharmacopeia (USP), 12601 Twinbrook Pkwy., Rockville,MD 20852.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.and capable of maintaining a uniform temperature of 105

16、 65C throughout the drying chamber.5.4 Desiccator, of suitable size containing indicator silicagel. It is preferable to use desiccant which changes color toindicate when it needs reconstitution.5.5 Laboratory Balance, 100-g capacity, 60.01-g accuracyand precision.5.6 Weighing Paper, or small weighin

17、g dish.5.7 Glass Cylinder, graduated TC (to contain), Class Avolumetrically calibrated, with 1-mL subdivisions and groundglass stopper, high form with approximately 180-mm heightfrom inside base to 100-mL mark.5.8 Wash Bottle, for dispensing reagent water.5.9 Spatula, flat-blade, to dispense clay mi

18、neral powder intocylinder; vibrating spatula should not be used since thedelivery quantity may not be adequately controlled.5.10 Mechanical Ten-Minute Timer.5.11 ASTM Calibration Immersion Thermometer, (Specifi-cation E1).5.12 Drying Oven, thermostatically-controlled, preferablyof the forced-draft t

19、ype, meeting the requirements of Specifi-cation E145 and capable of maintaining a uniform temperatureof 105 6 5C throughout the drying chamber.5.13 Microwave OvenA microwave oven, preferably witha vented chamber, is suitable. The required size and powerrating of the oven is dependent on its intended

20、 use. Ovens withvariable power controls and input power ratings of about 700W have been found to be adequate for this use. Variable powercontrols are important and reduce the potential for over heatingthe test specimen.NOTE 1Microwave ovens equipped with built-in scales and computercontrols have bee

21、n developed for use in drying soils. Their use iscompatible with this test method.5.14 BalancesAll balances must meet the requirements ofSpecification D4753 and this section. A Class GP1 balance of0.01 g readability is required for samples having a mass of upto 200 g (excluding mass of sample contai

22、ner).5.15 Sample Containers, suitable containers made of mate-rial resistant to corrosion and change in mass upon repeatedheating, cooling, exposure to materials of varying pH, andcleaning. Microwave sample containers should be microwavesafe.5.16 Desiccator, a desiccator cabinet or large desiccator

23、jarof suitable size containing indicator silica gel. It is preferable touse a desiccant that changes color to indicate it needs recon-stitution.5.17 Container Handling Apparatus, gloves, tongs, or suit-able holder for moving and handling hot containers afterdrying.6. Reagents6.1 Purity of ReagentsUn

24、less otherwise indicated, refer-ences to water shall be understood to mean reagent waterconforming to Specification D1193, Type I, II, or III (see TableX1.1). Such water is best prepared by distillation or the passageof tap water through an ion exchange resin.6.2 Specification D1193 for reagent wate

25、r, Type I, II, or III(see Table X1.1).7. Hazards7.1 Handle hot containers with a container holder.7.2 Safety precautions supplied by the manufacturer of themicrowave/oven should be observed.7.3 Do not use metallic containers in a microwave oven (ifused).8. Sampling and Selection8.1 Carry out samplin

26、g in accordance with Test MethodE725.9. Procedure9.1 Grind the clay mineral sample to 100 % passing a 100mesh U.S. Standard Sieve and a minimum of 65 % passing a200 mesh U.S. Standard Sieve with a mortar and pestle orlaboratory hammer mill as required.9.2 The container to be used for drying should b

27、e oven driedthoroughly and subsequently placed into a desiccator untilready for use so that the tare weight of the container will berecorded.9.3 Determine and record the tare of the specimen container.9.4 Select representative test specimens.9.5 Place the test specimen in the individual container.De

28、termine the mass of the container and clay specimen asdelivered using a balance selected on the basis of the samplemass. Record the value of the clay specimen.NOTE 2To prevent mixing of samples and yielding of incorrectresults, all containers should be numbered and the container numbers shallbe reco

29、rded on the laboratory data sheets.9.6 Place the container with the clay specimen in the dryingoven. Dry the clay specimen to a constant mass. Maintain thedrying oven at 105 6 5C. The time required to obtain constantmass will vary depending on the type of material, oven typeand capacity, and other f

30、actors.NOTE 3In most cases, drying a test sample overnight (about 12 to 16h) is sufficient for conventional ovens. In cases where there is doubtconcerning the adequacy of drying, drying should be continued until thechange in mass after two successive periods (greater than 1 h) of dryingis less than

31、0.1 %. In this case it should be verified that excessive dryingdoes not influence the swelling performance of the clay. This can be donei.e. by comparing the swelling values after the first drying period (about12 to 16 h) and the swelling values of bentonite being dried for a longertime period.NOTE

32、4If a microwave oven is used to dry the test specimen(s), theuser of this test method should follow the drying procedures as stated inTest Method D4643. It is also recommended that the total mass of the testspecimen(s) be a minimum of 100 g. It is further recommended to run acomparison test between

33、the microwave oven and the drying oven todemonstrate that the microwave oven gives similar values as the dryingoven and that excessive drying does not change the swelling performanceof the clay.NOTE 5Since some dry materials may absorb moisture from moistsamples, dried samples should be removed befo

34、re placing moist samplesin the same oven. However, this would not be applicable if the previouslydried specimens will remain in the drying oven for an additional timeperiod of about 16 h.9.7 After the material has dried to constant mass, removethe container from the oven (and replace the lid if used

35、). Allowthe material and container to cool to room temperature in aD5890 112desiccation unit or until the container can be handled comfort-ably with bare hands and the operation of the balance will notbe affected by convection currents or its being heated, or both.Determine the mass of the container

36、 and oven-dried materialusing the same balance as used previously. Subtract the tare ofthe container from the mass of the sample to determine thesamples constant dry mass. Record this value.9.8 Weigh 2.00 6 0.01 g of dried and finely ground claymineral onto a weighing paper.9.9 Add 90 mLreagent wate

37、r to the clean 100-mLgraduatedcylinder.9.10 Remove not more than a 0.1-g increment of claymineral with a volumetric spoon from weighing dish or paperand carefully dust it over the entire surface of water in thegraduated cylinder over a period of approximately 30 s. Do notuse a funnel that may concen

38、trate the clay mineral in a poorlyhydrated agglomerate. Allow the clay mineral to wet, hydrate,and settle to the bottom of the graduated cylinder for aminimum period of 10 min.9.11 Add additional increments of the clay mineral powderin periods of 10 min, allowing the clay mineral to swell withoutair

39、 being trapped in between, following the details in 9.10, untilthe entire 2.00-g sample has been added.9.12 After the final increment has settled, carefully rinse anyadhering particles from the sides of the cylinder into the watercolumn, raising the water volume to the 100 mL mark.9.13 Place the gla

40、ss stopper on the cylinder and allow it tostand undisturbed for a minimum of 16 h from the lastincremental addition. After 2 h, inspect the hydrating claymineral column for trapped air or water separation in thecolumn. If present, gently tip the cylinder at a 45 angle androll slowly to homogenize th

41、e settled clay mineral mass, allowthe graduated cylinder with the hydrating clay mineral toremain undisturbed for a minimum of 16 h before recording thevolume of the hydrated clay mass and its temperature.9.14 After the minimum 16-h hydration period from the lastincrement addition, record the volume

42、 level in millilitres (mL)at the top of the settled clay mineral to the nearest 0.5 mL.Observe the distinct change in appearance at the upper surfaceof the settled clay mineral. Any low-density flocculated mate-rial (sometimes lighter in coloration to white) shall be ignoredfor this measurement. Rec

43、ord the observed volume of hydratedclay mineral.NOTE 6OptionalIf a recognizable swelling still occurs after theminimum hydration period from the last increment addition (more than10 % of the previous reading in a 4 hour period), continue recording thevolume of the hydrated clay mass and its temperat

44、ure to a maximum of 48hours after the last increment addition.9.15 Carefully immerse the thermometer and measure thetemperature of the slurry. Record the temperature of thehydrated clay mineral to 60.5C.10. Report10.1 Report the following information:10.1.1 Source of clay mineral, including sample i

45、dentifica-tion or lot number,10.1.2 Method of sampling used,10.1.3 ASTM standard test method number used to performthe test,10.1.4 Any modifications to the test method or unusualobservations which may effect the test results, and10.1.5 Swell index as mL/2 g to the nearest 0.5 mL after theminimum 16-

46、h hydration period from the last clay incrementaddition and if applicable to the maximum recorded hydrationperiod from the last clay increment addition.11. Precision and Bias11.1 Interlaboratory Test ProgramAn interlaboratorystudy of the test method was run in 1999. The design of theexperiment, simi

47、lar to that of Practice E691. Seven differentclay mineral samples were distributed to ten laboratories.Three sets of test results were generated for each sample byeach of the laboratories.11.2 Test ResultsThe precision information is given inTable 1. The average swell index values ranged from 20 to

48、36for the seven clay mineral samples tested. However, since thestatistics were not related to the magnitude of the test result, theprecision values have been presented in terms of coefficients ofvariation, CV %.11.3 BiasThe procedure in Test Method D5890 for mea-suring the swell index of clay minera

49、l component of geosyn-thetic clay liners has no bias because the values of swell indexcan be defined only in terms of this test method.12. Keywords12.1 bentonite; clay; geosynthetic clay liner; microwave;oven drying; swell; swell indexTABLE 1 Test ResultsStatistic ILS RangeWithin laboratory repeatability limit, CV %r2to5%Between laboratory reproducibility limit, CV %R7to22%95 % confidence limitWithin laboratory repeatability, 2.8 CV %r6to14%95 % confidence limitBetween laboratory reproducibility, 2.8 CV %R20 to 61 %D5890 113APPENDIXESX1. Additional Reagent I