ASTM C593-2006(2011) Standard Specification for Fly Ash and Other Pozzolans for Use With Lime for Soil Stabilization《土壤稳定用与石灰掺合使用的飞灰和其他火山灰的标准规范》.pdf

《ASTM C593-2006(2011) Standard Specification for Fly Ash and Other Pozzolans for Use With Lime for Soil Stabilization《土壤稳定用与石灰掺合使用的飞灰和其他火山灰的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM C593-2006(2011) Standard Specification for Fly Ash and Other Pozzolans for Use With Lime for Soil Stabilization《土壤稳定用与石灰掺合使用的飞灰和其他火山灰的标准规范》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C593 06 (Reapproved 2011)Standard Specification forFly Ash and Other Pozzolans for Use With Lime for SoilStabilization1This standard is issued under the fixed designation C593; the number immediately following the designation indicates the year oforiginal adoption or, in the case of rev

2、ision, 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. Scope*1.1 This specification covers the qualification of fly ash andother pozzolans for use with lime in pla

3、stic, nonplastic mix-tures and other mixtures that affect lime pozzolanic reactionrequired by soil stabilization. Evaluation of pozzolans contain-ing available lime, such as Class C fly ash, is given consider-ation. Pozzolans covered include artificial pozzolans such asfly ash, and natural pozzolans

4、, such as diatomite and pumicite,in either raw or calcined state.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 practices and determine the appl

5、ica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2C25 Test Methods for Chemical Analysis of Limestone,Quicklime, and Hydrated LimeC39/C39M Test Method for Compressive Strength of Cy-lindrical Concrete SpecimensC50 Practice for Sampling, Sample Preparation,

6、Packaging,and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as usedby the Industry)C109/C109M Test Method for Compressive Strength ofHydraulic Cement Mortars (Using 2-in. or 50-mm CubeSpecimens)C110 Test Methods for Physical Testing of Quicklime,Hydrated Lime,

7、 and LimestoneC305 Practice for Mechanical Mixing of Hydraulic CementPastes and Mortars of Plastic ConsistencyC311 Test Methods for Sampling and Testing Fly Ash orNatural Pozzolans for Use in Portland-Cement ConcreteC670 Practice for Preparing Precision and Bias Statementsfor Test Methods for Constr

8、uction MaterialsC821 Specification for Lime for Use with PozzolansD1557 Test Methods for Laboratory Compaction Charac-teristics of Soil Using Modified Effort (56,000 ft-lbf/ft3(2,700 kN-m/m3)3. Terminology3.1 For definitions of terms specific to this specification, seeTerminology C51.4. Physical Pro

9、perties4.1 Pozzolans for use with lime in plastic mixtures, whentested in accordance with the procedures of Sections 7-9, shallconform to the requirements prescribed in Table 1.4.2 Pozzolans for use with lime in nonplastic mixtures shallconform to the requirements of Table 1, except the lime-pozzola

10、n strength requirement, and in addition shall be testedin accordance with the procedures of Section 10.NOTE 1If the minimum value of the vacuum saturation strengthspecified in 4.2 of this specification is reduced, sufficient documentationshall be provided to the user to enable the determination of a

11、 satisfactoryminimum residual strength for the given material in its intended use. Suchdocumentation should include at least the following: (1) determination ofa minimum residual strength requirement that will enable the material toperform its structural function in the pavement system; and (2) a ra

12、tionalanalysis, using actual climatic data, that will show the severity of exposureof the material to cyclic freeze-thaw action.5. Sampling5.1 Sample pozzolan in accordance with the applicableprovisions of Test Methods C311, except take one 10-lb(4.5-kg) sample from approximately each 400 tons (350

13、metrictons) of pozzolan.5.2 The sampling procedures and techniques shall be con-sistent from original sample to project completion.1This specification is under the jurisdiction of ASTM Committee C07 on Limeand is the direct responsibility of Subcommittee C07.02 on Specifications andGuidelines.Curren

14、t edition approved June 1, 2011. Published July 2011. Originally approvedin 1966. Last previous edition approved in 2006 as C593 06. DOI: 10.1520/C0593-06R11.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of A

15、STMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.TEST METHODS6. Signifi

16、cance and Use6.1 This test method states various procedures that arerecommended to quantify various aspects of the lime enhancedpozzolanic reaction. These tests are intended to qualify sourcesof fly ash and other pozzolans to meet specified job or projectcriteria as related to soil stabilization.7.

17、Water-Soluble Fraction7.1 ProcedurePlace 10 g of a dried pozzolan sample(dried to constant weight in an oven at 221 to 230 F (105 to110 C) in a 200-mL Erlenmeyer flask and add 100 mL ofdistilled water at 73 6 3F(236 2 C). Shake well by handuntil no lumps can be observed; then with a mechanical shake

18、ror stirring device, agitate at laboratory room temperature for aperiod of 1 h. Pour the material into a weighed Gooch orsintered-glass crucible, and wash all residue from the flask intothe crucible with distilled water from a wash bottle. Wash theresidue in the crucible free of adhering solution by

19、 repeatedwashings with distilled water. Dry the crucible to constantweight in an oven at 221 F (105 C).7.2 CalculationCalculate the percentage of water-solublefraction by multiplying the loss in weight in grams by 10.8. Fineness8.1 Test in accordance with Test Methods C110, except thatthe sample sha

20、ll be 100 g of the dried pozzolan.9. Lime-Pozzolan Strength Development9.1 Test the pozzolan in accordance with the applicableportions of Test Method C109/C109M and Practice C305, andin accordance with the following:9.2 Apparatus:9.2.1 Oven, closed, vapor-type.9.3 Materials:9.3.1 Hydrated LimeWhere

21、possible, the lime shall be thesame as that to be used on the job and shall meet therequirements of Specification C821.9.3.2 SandThe sand shall be graded standard sand asrequired by Test Method C109/C109M.9.4 Number of Test SpecimensThree specimens shall beprepared for each age at which a strength t

22、est is desired.9.5 Proportioning, Consistency, and MixingBatches shallbe of a size sufficient to make six specimens and shall consistof proportions of dry materials as follows:Hydrated lime 180 gPozzolan (dry basis) 360 gGraded standard sand 1480 g9.5.1 The amount of mixing water, measured in millil

23、itres,shall be such as to produce a flow of 65 to 75 as determined inaccordance with 9.6, and shall be expressed as weight percentof the combined lime and pozzolan. The lime and pozzolanshall be blended together in a closed container. Mixing shall bedone in accordance with the procedure described in

24、 PracticeC305, except that it shall be amended to read “Add the blendedlime and pozzolan to the water and allow it to stand for 1 min.Then start the mixer and mix at slow speed (140 6 5 rpm) for30 s.”9.6 Determination of FlowDetermine the flow in accor-dance with Test Method C109/C109M, except that

25、the numberof drops of the flow table shall be 10 drops in 6 s instead of 25drops in 15 s. If the flow is less than the specified limit, thematerial used for the flow test may be returned to the mixingbowl and additional water added, the batch mixed for 112 min,and a new flow taken. This operation ma

26、y be repeated until aflow within the specified range is obtained. If the flow exceedsthe range specified, discard the batch and give a new batch anew trial until a flow within range is obtained.9.7 Molding Test SpecimensImmediately after thecompletion of the flow test, mold specimens in accordancewi

27、th Test Method C109/C109M.9.8 Storage of Test SpecimensWhen molding is com-pleted, place the filled mold in the vapor immediately abovewater at 130 6 3F(546 2 C) in a closed vapor oven withthe top surface protected from the drip. Allow the specimens inthe molds to remain in the vapor for a period of

28、 7 days, afterwhich remove them from the vapor and cool to 73 6 3F(236 2 C) in air saturated sufficiently that no drying takes placeduring the cooling. When the specimens are cool, remove themfrom the molds, and store them at 73 6 3F(236 2 C) at 95to 100 % relative humidity until time of the compres

29、sivestrength test.10. Compressive Strength Development and Freeze-ThawResistance of Nonplastic Mixtures10.1 Materials:10.1.1 Hydrated LimeWhere possible, the lime shall bethe same as that to be used on the job and shall meet theapplicable requirements of Specification C821. Prior to usage,the lime s

30、hall be stored in a sealed container to preventcarbonation.10.1.2 PozzolanThe pozzolan used in this test shall be thesame as intended for use on the job.10.1.3 AggregateWhere possible, the aggregate used inthis test shall be the same as intended for use on the job. Whenusing job aggregates, discard

31、the material, if any, retained onthe34-in. (19.0-mm) sieve. If the aggregate fraction betweenthe34-in. and No. 4 (4.75-mm) sieve does not contain freesurface moisture, then that fraction of the aggregate shall besoaked for 24 h and towel dried to obtain a saturated surfacedry condition. If job aggre

32、gates are not available, gradedstandard sand as specified in Test Method C109/C109M shallbe used.10.2 Number of SpecimensThree specimens shall consti-tute one test for the compressive strength test with threeadditional specimens for the freeze-thaw test.TABLE 1 Physical RequirementsWater-soluble fra

33、ction, max, % 10.0Fineness, amount retained, when wet sieved:No. 30 (600-m) sieve, max, % 2.0No. 200 (75-m) sieve, max, % 30.0Lime-pozzolan strength, minimum compressive strength, psi (MPa):At 7 days, 130 6 3F(546 2 C) 600 (4.1)After additional 21 days, 736 3F(236 2 C) 600 (4.1)Compressive strength,

34、 min, psi (MPa) 400 (2.8)Vacuum saturation strength, min, psi (MPa) 400 (2.8)C593 06 (2011)210.3 ProportioningThe proportion of dry materials byweight shall be, where possible, the same proportions asintended for use on the job. If graded standard sand is used asthe aggregate, the proportions of dry

35、 materials by weight shallbe as follows:Hydrated lime 4 %Pozzolan 24 %Graded standard sand 72 %The amount of mixing water shall be the optimum moisturecontent as determined by Method C of Test Methods D1557,except that the 5-lift requirement is replaced with 3 lifts andNote 1 is not to be used. In d

36、etermining the moisture-densityrelationship, mix dry materials in a Lancaster PC Mixer, or itsequivalent, for 1 min, or until the mixture is uniform in colorand texture, plus an additional 3 min after the water is added inorder to obtain the first point on the moisture-density curve.The original sam

37、ple may be reused for subsequent trials. Thebatch shall be mixed for an additional minute after the waterhas been added for each subsequent trial.10.4 Mixing and Molding Test Specimens After the opti-mum moisture content is obtained by the above procedure, abatch large enough to make three 4.0 by 4.

38、6-in. (102 by117-mm) cylinders (approximately 15 lb (7 kg) shall be mixedin the following manner: Mix the dry materials in a LancasterPC Mixer, or its equivalent, for 1 min or until the mixture isuniform in color and texture, followed by the addition of waterthat will give optimum moisture content a

39、nd an additional 3min of mixing. Mold the specimens immediately in accordancewith Method C of Test Methods D1557, except as previouslynoted. Each layer should be scarified to a depth of14 in. (6mm) before the next layer is compacted in order to assure agood bond between the layers. Weigh a represent

40、ative sampleof the mixture, using a container with a tight lid to assure thatno moisture is lost while determining the weight of the sample.Dry to constant weight and calculate the actual moisturecontent of the sample.After molding, weigh each sample in themold to determine the uniformity of molded

41、weights of thespecimens and then carefully remove from the mold by the useof a sample extruded, such as a jack or lever frame.10.5 Curing of Test SpecimensImmediately after thespecimens are removed from the mold, reweigh the specimensand place in a sealed container (12-gal (2-L) or 1-gal (4-L) canwi

42、th double friction lids) to prevent loss of moisture. Place thespecimens in the sealed containers carefully in a room orcabinet with forced-air circulation maintained at 100 6 3F(38 6 2 C) for a 7-day period. After this period, remove thespecimens from the container, reweigh, and allow to cool toroo

43、m temperature. Submerge the specimens for compressivestrength testing in water for 4 h, remove, allow to drain on anonabsorbent surface, and cap and test within1hofthetimeof removal from the water.10.6 Number of Test Specimens:10.6.1 Three specimens shall be tested in accordance withTest Method C39/

44、C39M;nol/d correction will be consideredin the computation of the compressive strength.10.6.2 Three specimens shall be tested for freeze-thawresistance after being cured in accordance with 10.5 (withoutthe 4-h soaking period) by means of the vacuum saturationstrength testing procedure described in S

45、ection 11.11. Vacuum Saturation Strength Testing Procedure11.1 Equipment:11.1.1 Vacuum Saturation ChamberThe vacuum satura-tion chamber is a 12-in. (305-mm) high by 12-in. insidediameter stainless steel cylindrical section welded to a12-in.(12.7-mm) thick by 14-in. (356-mm) diameter stainless steelb

46、ase plate. The wall thickness of the cylindrical section is38 in.(9.5 mm). The lid of the vacuum saturation chamber is apoly(methylmethacrylate) (PMMA) plate 1 in. (13 mm) thickand 14 in. in diameter. Both the PMMA lid and top of thevacuum cylinder are grooved for a14-in. (6.4-mm) circularO-ring sea

47、l having an inside diameter of 1218 in. (308 mm).The lid is fastened to the chamber by six equally spacedthreaded14-in. rods which pass along the outside wall of thecylindrical section and thread into the base plate.11.1.1.1 A sketch of the vacuum saturation chamber de-scribed above is shown in Fig.

48、 1.Avacuum saturation chamberof equivalent size and capability is permitted under thisspecification. Vacuum desiccators can also be used for thispurpose.11.1.1.2 A14-in. (6.4-mm) vacuum line connection is lo-cated 1 in. (13 mm) below the top of the vacuum chamber anda38-in. (9.5-mm) water line conne

49、ction with control valve islocated at the base of the vacuum chamber. The vacuum line isconnected to a commercial vacuum pump and the water line isconnected to a reservoir of desired water. The vacuum iscontrolled by a pressure valve at the vacuum pump.11.1.1.3 The specimen support plate inside of the chamberis constructed of12-in. (12.7-mm) thick PMMA which is 1112in. (292 mm) in diameter. The support plate sits on three 112-in.(38.1-mm) long legs which elevate it off of the bottom of thechamber. The specimen support plate i