1、Designation: D 1557 07Standard Test Methods forLaboratory Compaction Characteristics of Soil UsingModified Effort (56,000 ft-lbf/ft3(2,700 kN-m/m3)1This standard is issued under the fixed designation D 1557; the number immediately following the designation indicates the year oforiginal adoption or,
2、in the case of revision, the 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. Scope*1.
3、1 These test methods cover laboratory compaction meth-ods used to determine the relationship between molding watercontent and dry unit weight of soils (compaction curve)compacted in a 4- or 6-in. (101.6- or 152.4-mm) diameter moldwith a 10.00-lbf. (44.48-N) rammer dropped from a height of18.00 in. (
4、457.2 mm) producing a compactive effort of 56 000ft-lbf/ft3(2700 kN-m/m3).NOTE 1The equipment and procedures are the same as proposed bythe U.S. Corps of Engineers in 1945. The modified effort test (see 3.1.2)is sometimes referred to as the Modified Proctor Compaction Test.1.1.1 Soils and soil-aggre
5、gate mixtures are to be regarded asnatural occurring fine- or coarse-grained soils, or composites ormixtures of natural soils, or mixtures of natural and processedsoils or aggregates such as gravel or crushed rock. Hereafterreferred to as either soil or material.1.2 These test methods apply only to
6、soils (materials) thathave 30 % or less by mass of their particles retained on the34-in. (19.0-mm) sieve and have not been previously com-pacted in the laboratory; that is, do not reuse compacted soil.1.2.1 For relationships between unit weights and moldingwater contents of soils with 30 % or less b
7、y weight of materialretained on the34-in. (19.0-mm) sieve to unit weights andmolding water contents of the fraction passing the34-in.(19.0-mm) sieve, see Practice D 4718.1.3 Three alternative methods are provided. The methodused shall be as indicated in the specification for the materialbeing tested
8、. If no method is specified, the choice should bebased on the material gradation.1.3.1 Method A:1.3.1.1 Mold4-in. (101.6-mm) diameter.1.3.1.2 MaterialPassing No. 4 (4.75-mm) sieve.1.3.1.3 LayersFive.1.3.1.4 Blows per layer25.1.3.1.5 UsageMay be used if 25 % or less by mass of thematerial is retained
9、 on the No. 4 (4.75-mm) sieve. However, if5 to 25 % by mass of the material is retained on the No. 4(4.75-mm) sieve, Method A can be used but oversize correc-tions will be required (See 1.4) and there are no advantages tousing Method A in this case.1.3.1.6 Other UseIf this gradation requirement cann
10、ot bemet, then Methods B or C may be used.1.3.2 Method B:1.3.2.1 Mold4-in. (101.6-mm) diameter.1.3.2.2 MaterialPassing38-in. (9.5-mm) sieve.1.3.2.3 LayersFive.1.3.2.4 Blows per layer25.1.3.2.5 UsageMay be used if 25 % or less by mass of thematerial is retained on the38-in. (9.5-mm) sieve. However, i
11、f5 to 25 % of the material is retained on the38-in. (9.5-mm)sieve, Method B can be used but oversize corrections will berequired (See 1.4). In this case, the only advantages to usingMethod B rather than Method C are that a smaller amount ofsample is needed and the smaller mold is easier to use.1.3.2
12、.6 Other UsageIf this gradation requirement cannotbe met, then Method C may be used.1.3.3 Method C:1.3.3.1 Mold6-in. (152.4-mm) diameter.1.3.3.2 MaterialPassing34-in. (19.0-mm) sieve.1.3.3.3 LayersFive.1.3.3.4 Blows per layer56.1.3.3.5 UsageMay be used if 30 % or less (see 1.4)bymass of the material
13、 is retained on the34-in. (19.0-mm) sieve.1.3.4 The 6-in. (152.4-mm) diameter mold shall not be usedwith Method A or B.NOTE 2Results have been found to vary slightly when a material istested at the same compactive effort in different size molds, with thesmaller mold size typically yielding larger va
14、lues of unit weight anddensity (1).21.4 If the test specimen contains more than 5 % by mass ofoversize fraction (coarse fraction) and the material will not beincluded in the test, corrections must be made to the unitweight and molding water content of the test specimen or to the1These test methods a
15、re under the jurisdiction ofASTM Committee D18 on Soiland Rock and are the direct responsibility of Subcommittee D18.03 on Texture,Plasticity and Density Characteristics of Soils.Current edition approved Nov. 1, 2007. Published November 2007. Originallyapproved in 1958. Last previous edition approve
16、d in 2002 as D 1557 02e1.2The boldface numbers in parentheses refer to the list of references at the end ofthis standard.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 State
17、s.Copyright by ASTM Intl (all rights reserved); Tue Sep 16 21:36:38 EDT 2008Downloaded/printed byGuo Dehua (CNIS) pursuant to License Agreement. No further reproductions authorized.appropriate field in-place unit weight (or density) test specimenusing Practice D 4718.1.5 This test method will genera
18、lly produce a well-definedmaximum dry unit weight for non-free draining soils. If thistest method is used for free-draining soils the maximum unitweight may not be well defined, and can be less than obtainedusing Test Methods D 4253.1.6 All observed and calculated values shall conform to theguidelin
19、es for significant digits and rounding established inPractice D 6026, unless superseded by these test methods.1.6.1 For purposes of comparing measured or calculatedvalue(s) with specified limits, the measured or calculatedvalue(s) shall be rounded to the nearest decimal or significantdigits in the s
20、pecified limits.1.6.2 The procedures used to specify how data are collected/recorded or calculated in this standard are regarded as theindustry standard. In addition, they are representative of thesignificant digits that generally should be retained. The proce-dures used do not consider material var
21、iation, purpose forobtaining the data, special purpose studies, or any consider-ations for the users objectives; it is common practice toincrease or reduce significant digits of reported data to becommensurate with these considerations. It is beyond the scopeof these test methods to consider signifi
22、cant digits used inanalytical methods for engineering design.1.7 The values in inch-pound units are to be regarded as thestandard. The values stated in SI units are provided forinformation only, except for units of mass. The units for massare given in SI units only, g or kg.1.7.1 It is common practi
23、ce in the engineering profession toconcurrently use pounds to represent both a unit of mass (lbm)and a force (lbf). This implicitly combines two separatesystems of units; that is, the absolute system and the gravita-tional system. It is scientifically undesirable to combine the useof two separate se
24、ts of inch-pound units within a singlestandard. These test methods have been written using thegravitational system of units when dealing with the inch-poundsystem. In this system, the pound (lbf) represents a unit of force(weight). However, the use of balances or scales recordingpounds of mass (lbm)
25、 or the recording of density in lbm/ft3shall not be regarded as a nonconformance with this standard.1.8 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 heal
26、th practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:3C 127 Test Method for Density, Relative Density (SpecificGravity), and Absorption of Coarse AggregateC 136 Test Method for Sieve Analysis of Fine and CoarseAggregatesD 653
27、Terminology Relating to Soil, Rock, and ContainedFluidsD 698 Test Methods for Laboratory Compaction Character-istics of Soil Using Standard Effort (12 400 ft-lbf/ft3(600kN-m/m3)D 854 Test Methods for Specific Gravity of Soil Solids byWater PycnometerD 2168 Test Methods for Calibration of LaboratoryM
28、echanical-Rammer Soil CompactorsD 2216 Test Methods for Laboratory Determination of Wa-ter (Moisture) Content of Soil and Rock by MassD 2487 Practice for Classification of Soils for EngineeringPurposes (Unified Soil Classification System)D 2488 Practice for Description and Identification of Soils(Vi
29、sual-Manual Procedure)D 3740 Practice for Minimum Requirements for AgenciesEngaged in the Testing and/or Inspection of Soil and Rockas Used in Engineering Design and ConstructionD 4220 Practices for Preserving and Transporting SoilSamplesD 4253 Test Methods for Maximum Index Density and UnitWeight o
30、f Soils Using a Vibratory TableD 4718 Practice for Correction of Unit Weight and WaterContent for Soils Containing Oversize ParticlesD 4753 Guide for Evaluating, Selecting, and SpecifyingBalances and Standard Masses for Use in Soil, Rock, andConstruction Materials TestingD 4914 Test Methods for Dens
31、ity of Soil and Rock in Placeby the Sand Replacement Method in a Test PitD 5030 Test Method for Density of Soil and Rock in Placeby the Water Replacement Method in a Test PitD 6026 Practice for Using Significant Digits in Geotechni-cal DataD 6913 Test Methods for Particle-Size Distribution (Grada-ti
32、on) of Soils Using Sieve AnalysisE11 Specification for Wire Cloth and Sieves for TestingPurposesE 319 Practice for the Evaluation of Single-Pan MechanicalBalancesIEEE/ASTM SI 10 Standard for Use of the InternationalSystem of Units (SI): The Modern Metric System3. Terminology3.1 Definitions: See Term
33、inology D 653 for general defini-tions.3.1.1 molding water content, nthe water content of thesoil (material) specimen in the mold after it has been reconsti-tuted and compacted.3.1.2 modified effortin compaction testing, the term forthe 56 000 ft-lbf/ft3(2700 kN-m/m3) compactive effort appliedby the
34、 equipment and methods of this test.3.1.3 modified maximum dry unit weight, gd,max(lbf/ft3(kN/m3)in compaction testing, the maximum value defined bythe compaction curve for a compaction test using modifiedeffort.3.1.4 modified optimum water content, wopt(%)in com-paction testing, the water content a
35、t which the soil can becompacted to the maximum dry unit weight using modifiedcompactive effort.3For 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 Docume
36、nt Summary page onthe ASTM website.D1557072Copyright by ASTM Intl (all rights reserved); Tue Sep 16 21:36:38 EDT 2008Downloaded/printed byGuo Dehua (CNIS) pursuant to License Agreement. No further reproductions authorized.3.2 Definitions of Terms Specific to This Standard:3.2.1 oversize fraction (co
37、arse fraction), PC(%)the por-tion of total specimen not used in performing the compactiontest; it may be the portion of total specimen retained on the No.4 (4.75-mm) sieve in Method A,38-in. (9.5-mm) sieve inMethod B, or34-in. (19.0-mm) sieve in Method C.3.2.2 test fraction (finer fraction), PF(%)th
38、e portion ofthe total specimen used in performing the compaction test; itmay be fraction passing the No. 4 (4.75-mm) sieve in MethodA, passing the38-in. (9.5-mm) sieve in Method B, or passingthe34-in. (19.0-mm) sieve in Method C.4. Summary of Test Method4.1 A soil at a selected molding water content
39、 is placed infive layers into a mold of given dimensions, with each layercompacted by 25 or 56 blows of a 10.00-lbf (44.48-N) rammerdropped from a distance of 18.00 in. (457.2 mm), subjectingthe soil to a total compactive effort of about 56 000 ft-lbf/ft3(2700 kN-m/m3). The resulting dry unit weight
40、 is determined.The procedure is repeated for a sufficient number of moldingwater contents to establish a relationship between the dry unitweight and the molding water content for the soil. This data,when plotted, represent a curvilinear relationship known as thecompaction curve. The values of optimu
41、m water content andmodified maximum dry unit weight are determined from thecompaction curve.5. Significance and Use5.1 Soil placed as engineering fill (embankments, founda-tion pads, road bases) is compacted to a dense state to obtainsatisfactory engineering properties such as shear strength,compres
42、sibility, or permeability. In addition, foundation soilsare often compacted to improve their engineering properties.Laboratory compaction tests provide the basis for determiningthe percent compaction and molding water content needed toachieve the required engineering properties, and for controllingc
43、onstruction to assure that the required compaction and watercontents are achieved.NOTE 3The degree of soil compaction required to achieve the desiredengineering properties is often specified as a percentage of the modifiedmaximum dry unit weight as determined using this test method. If therequired d
44、egree of compaction is substantially less than the modifiedmaximum dry unit weight using this test method, it may be practicable fortesting to be performed using Test Method D 698 and to specify the degreeof compaction as a percentage of the standard maximum dry unit weight.Since more energy is appl
45、ied for compaction using this test method, thesoil particles are more closely packed than when D 698 is used. Thegeneral overall result is a higher maximum dry unit weight, loweroptimum moisture content, greater shear strength, greater stiffness, lowercompressibility, lower air voids, and decreased
46、permeability. However, forhighly compacted fine-grained soils, absorption of water may result inswelling, with reduced shear strength and increased compressibility,reducing the benefits of the increased effort used for compaction (2). Useof D 698, on the other hand, allows compaction using less effo
47、rt andgenerally at a higher optimum moisture content. The compacted soil maybe less brittle, more flexible, more permeable, and less subject to effectsof swelling and shrinking. In many applications, building or constructioncodes may direct which test method, D 698 or this one, should be usedwhen sp
48、ecifying the comparison of laboratory test results to the degree ofcompaction of the in-place soil in the field.5.2 During design of an engineered fill, testing performed todetermine shear, consolidation, permeability, or other proper-ties requires test specimens to be prepared by compacting thesoil
49、 at a prescribed molding water content to obtain a prede-termined unit weight. It is common practice to first determinethe optimum water content (wopt) and maximum dry unitweight (gdmax) by means of a compaction test. Test specimensare compacted at a selected molding water content (w), eitherwet or dry of optimum (wopt) or at optimum (wopt), and at aselected dry unit weight related to a percentage of maximumdry unit weight (gdmax). The selection of molding water content(w), either wet or dry of optimum (wopt) or at optimum (wopt)and the dry
