ASTM D4643-2008 Standard Test Method for Determination of Water (Moisture) Content of Soil by Microwave Oven Heating《微波炉法测定土壤中含水量的标准试验方法》.pdf
《ASTM D4643-2008 Standard Test Method for Determination of Water (Moisture) Content of Soil by Microwave Oven Heating《微波炉法测定土壤中含水量的标准试验方法》.pdf》由会员分享,可在线阅读,更多相关《ASTM D4643-2008 Standard Test Method for Determination of Water (Moisture) Content of Soil by Microwave Oven Heating《微波炉法测定土壤中含水量的标准试验方法》.pdf(6页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: D 4643 08Standard Test Method forDetermination of Water (Moisture) Content of Soil byMicrowave Oven Heating1This standard is issued under the fixed designation D 4643; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, th
2、e 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*1.1 This test method outlines
3、 procedures for determining thewater (moisture) content of soils by incrementally drying soilin a microwave oven.1.2 This test method can be used as a substitute for TestMethod D 2216 when more rapid results are desired to expe-dite other phases of testing and slightly less accurate results areaccep
4、table.1.3 When questions of accuracy between this test methodand Test Method D 2216 arise, Test Method D 2216 shall bethe referee method.1.4 This test method is applicable for most soil types. Forsome soils, such as those containing significant amounts ofhalloysite, mica, montmorillonite, gypsum or
5、other hydratedmaterials, highly organic soils, or soils in which the pore watercontains dissolved solids (such as salt in the case of marinedeposits), this test method may not yield reliable water contentvalues.1.5 The values stated in SI units are to be regarded as thestandard. No other units of me
6、asurement are included in thistest method.1.6 Refer to Practice D 6026 for guidance concerning theuse of significant figures. This is especially important if thewater content will be used to calculate other relationships suchas moist mass to dry mass or vice versa, wet unit weight to dryunit weight
7、or vice versa, and total density to dry density orvice versa. For example, if four significant digits are requiredin any of the above calculations, then the water content has tobe recorded to the nearest 0.1 %. This occurs since 1 plus thewater content (not in percent) will have four significant dig
8、itsregardless of what the value of the water content is; that is, 1plus 0.1/100 = 1.001, a value with four significant digits.While, if three significant digits are acceptable, then the watercontent can be recorded to the nearest 1 %.1.7 This standard does not purport to address all of thesafety con
9、cerns, 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. See Section 7.2. Referenced Documents2.1 ASTM Standards:2D 653 Terminology Relat
10、ing to Soil, Rock, and ContainedFluidsD 2216 Test Methods for Laboratory Determination of Wa-ter (Moisture) Content of Soil and Rock by MassD 3740 Practice for Minimum Requirements for AgenciesEngaged in the Testing and/or Inspection of Soil and Rockas Used in Engineering Design and ConstructionD 47
11、53 Guide for Evaluating, Selecting, and SpecifyingBalances and Standard Masses for Use in Soil, Rock, andConstruction Materials TestingD 6026 Practice for Using Significant Digits in Geotechni-cal Data3. Terminology3.1 Definitions:3.1.1 All definitions are in accordance with TerminologyD 653.3.2 Def
12、initions of Terms Specific to This Standard:3.2.1 microwave heatinga process by which heat is in-duced within a material due to the interaction between dipolarmolecules of the material and an alternating, high frequencyelectric field. Microwaves are electromagnetic waves with 1mm to 1 m wavelengths.
13、3.2.2 water (moisture) contentthe ratio, expressed as apercentage, of the mass of “pore” or “free” water in a givenmass of soil to the mass of the solid particles.4. Summary of Test Method4.1 A moist soil specimen is placed in a suitable containerand its mass is determined. It is then placed in a mi
14、crowaveoven, subjected to an interval of drying, and removed from the1This test method is under the jurisdiction ofASTM Committee D18 on Soil andRock and is the direct responsibility of Subcommittee D18.08 on Special andConstruction Control Tests.Current edition approved Jan. 1, 2008. Published Febr
15、uary 2008. Originallyapproved in 1987. Last previous edition approved in 2000 as D 4643 00.2For 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 Su
16、mmary 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.oven and its new mass is determined. This procedure isrepeated until the mass becomes nea
17、rly constant.4.2 The difference between the mass of the moist specimenand the dried specimen is used as the mass of water originallycontained in the specimen. The water content is determined bydividing the mass of water by the dry mass of soil, multipliedby 100. For a given soil and sample size, the
18、 time to achieve aconstant dry mass can be noted and used as a minimum dryingtime for subsequent tests using the same size specimen of thesame soil.5. Significance and Use5.1 The water content of a soil is used throughout geotech-nical engineering practice both in the laboratory and in thefield. The
19、 use of Test Method D 2216 for water contentdetermination can be time consuming and there are occasionswhen a more expedient method is desirable. The use of amicrowave oven is one such method.5.2 The principal objection to the use of the microwaveoven for water-content determination has been the pos
20、sibilityof overheating the soil, thereby yielding a water content higherthan would be determined by Test Method D 2216. While noteliminating this possibility, the incremental drying proceduredescribed in this test method will minimize its effects. Somemicrowave ovens have settings at less than full
21、power, whichcan also be used to reduce overheating.5.3 The behavior of a soil, when subjected to microwaveenergy, is dependent on its mineralogical compositions, and asa result no one procedure is applicable for all types of soil.Therefore, the procedure recommended in this test method ismeant to se
22、rve as a guide when using the microwave oven.5.4 This test method is best suited for minus No. 4 sizedmaterial. Larger size particles can be tested; however, caremust be taken because of the increased chance of particleshattering.5.5 The use of this method may not be appropriate whenhighly accurate
23、results are required, or the test using the data isextremely sensitive to moisture variations.5.6 Due to the localized high temperatures that the specimenis exposed to in microwave heating, the physical characteristicsof the soil may be altered. Degregation of individual particlesmay occur, along wi
24、th vaporization or chemical transition. It istherefore recommended that samples used in this test methodnot be used for other tests subsequent to drying.NOTE 1The quality of the results produced by this test method isdependent on the competence of the personnel performing it and thesuitability of th
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