Standard Historical Last Updated: Dec 31, 2010 Track Document
ASTM D4943-02

Standard Test Method for Shrinkage Factors of Soils by the Wax Method

Standard Test Method for Shrinkage Factors of Soils by the Wax Method D4943-02 ASTM|D4943-02|en-US Standard Test Method for Shrinkage Factors of Soils by the Wax Method Standard new BOS Vol. 04.08 Committee D18
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Significance and Use

The term shrinkage limit, expressed as a moisture content in percent, represents the amount of water required just to fill all of the voids of a given cohesive soil at its minimum void ratio obtained by ovendrying. The shrinkage limit can be used to evaluate the shrinkage potential, crack development potential, and swell potential of earthwork involving cohesive soils.

Note 1—The quality of the result produced by this standard is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used. Agencies that meet the criteria of Practice D 3740 are generally considered capable of competent and objective testing/sampling/inspection/and the like. Users of this standard are cautioned that compliance with Practice D 3740 does not in itself assure reliable results. Reliable results depend on many factors; Practice D 3740 provides a means of evaluating some of those factors.

Scope

1.1 This test method covers the procedure for determining the shrinkage limit of soils.

1.2 The data obtained using this test method may also be used to calculate shrinkage ratio, volumetric shrinkage, and linear shrinkage.

1.3 This test method is applicable only for cohesive soils.

1.4 Since this test method is performed only on that portion of a soil which passes the No. 40 (425-μm) sieve, the relative consistency of this portion of the soil to the properties of the sample as a whole must be considered when using these procedures to evaluate the properties of a soil.

1.5 The shrinkage limit along with the liquid limit and plastic limit of soils are often collectively referred to as the Atterberg limits in recognition of their formation by Swedish soil scientist, A. Atterberg. These limits distinguish the boundaries of the several consistency states of cohesive soils.

1.6 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.

1.7 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. For specific safety hazards, see Section 7, Note 2, and Note X1.1.

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Details
Book of Standards Volume: 04.08
Developed by Subcommittee: D18.03
Pages: 5
DOI: 10.1520/D4943-02
ICS Code: 13.080.20