ASTM D5982-07
(Test Method)Standard Test Method for Determining Cement Content of Fresh Soil-Cement (Heat of Neutralization Method)
Standard Test Method for Determining Cement Content of Fresh Soil-Cement (Heat of Neutralization Method)
SCOPE
1.1 This test method covers the procedure for determining the cement content of fresh soil-cement. This test method can be used for determining the cement content of specimens that contain 3 to 16 % cement. This test method is appropriate for soil-cement containing up to 55 % plus 4.75 mm (No. 4) sieve-size particles with a maximum particle size of 75 mm (3 in.). It should not be used for determining the Class F pozzolan content of these mixtures.
1.2 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D 6026.
1.2.1 The procedures used to specify how data are collected/recorded and calculated in this test method are regarded as the industry standard. In addition, they are representative of the significant digits that should generally be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the users objectives; it is common practice to increase or reduce significant digits of reported data commensurate with such considerations. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design.
1.3 The values stated in SI units are to be regarded as the standard. The inch-pound units given in parentheses are for information only.
1.4This 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. Specific precautionary statements are given in Section 8 .
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Designation: D5982 − 07
StandardTest Method for
Determining Cement Content of Fresh Soil-Cement (Heat of
1
Neutralization Method)
This standard is issued under the fixed designation D5982; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope* 2. Referenced Documents
2
2.1 ASTM Standards:
1.1 This test method covers the procedure for determining
C219 Terminology Relating to Hydraulic Cement
the cement content of fresh soil-cement. This test method can
D653 Terminology Relating to Soil, Rock, and Contained
be used for determining the cement content of specimens that
Fluids
contain 3 to 16 % cement. This test method is appropriate for
D2216 Test Methods for Laboratory Determination of Water
soil-cement containing up to 55 % plus 4.75 mm (No. 4)
(Moisture) Content of Soil and Rock by Mass
sieve-size particles with a maximum particle size of 75 mm (3
D3740 Practice for Minimum Requirements for Agencies
in.). It should not be used for determining the Class F pozzolan
Engaged in Testing and/or Inspection of Soil and Rock as
content of these mixtures.
Used in Engineering Design and Construction
D4753 Guide for Evaluating, Selecting, and Specifying Bal-
1.2 All observed and calculated values shall conform to the
ances and Standard Masses for Use in Soil, Rock, and
guidelines for significant digits and rounding established in
Construction Materials Testing
Practice D6026.
D6026 Practice for Using Significant Digits in Geotechnical
1.2.1 Theproceduresusedtospecifyhowdataarecollected/
Data
recorded and calculated in this test method are regarded as the
E644 Test Methods for Testing Industrial Resistance Ther-
industry standard. In addition, they are representative of the
mometers
significant digits that should generally be retained. The proce-
dures used do not consider material variation, purpose for
3. Terminology
obtaining the data, special purpose studies, or any consider-
3.1 Definitions:
ations for the user’s objectives; it is common practice to
3.1.1 Refer to Terminology D653 for terms relating to soil.
increase or reduce significant digits of reported data commen-
3.1.2 Refer to Terminology C219 for terms relating to
surate with such considerations. It is beyond the scope of this
hydraulic cement.
test method to consider significant digits used in analysis
3.2 Definitions of Terms Specific to This Standard:
methods for engineering design.
3.2.1 heat of neutralization—the difference between the
temperature of soil-cement/buffer solution after mixing and the
1.3 The values stated in SI units are to be regarded as the
average of buffer solution and soil-cement test specimen
standard. The inch-pound units given in parentheses are for
temperature before mixing.
information only.
3.2.2 percent cement—percentage of cement by total mass
1.4 This standard does not purport to address all of the
of specimen.
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
4. Summary of Test Method
priate safety and health practices and determine the applica-
4.1 A representative sample of fresh soil-cement is ob-
bility of regulatory limitations prior to use. Specific precau-
tained. The temperature of the soil-cement test specimen and a
tionary statements are given in Section 8.
buffer solution are determined separately and recorded. The
buffer solution is added to the soil-cement test specimen and
1
This test method is under the jurisdiction ofASTM Committee D18 on Soil and
Rock and is the direct responsibility of Subcommittee D18.15 on Stabilization With
2
Admixtures. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Nov. 1, 2007. Published December 2007. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 1996. Last previous edition approved in 2002 as D5982 – 02. DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/D5982-07. the ASTM website.
*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
1
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D5982 − 07
vigorously mixed. After mixing, the temperature of the soil- 6.8 Gloves,Protectiveglovestobewornwheneverhandling
cement/buffer solution mixture is determined and recorded. buffer solution.
The heat of neutralization is calculated and, from a previously
6.9 Specimen Container Holder, Angle irons, woodblocks,
established calibration curve, t
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:D5982–02 Designation:D5982–07
Standard Test Method for
Determining Cement Content of Fresh Soil-Cement (Heat of
1
Neutralization Method)
This standard is issued under the fixed designation D 5982; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope*
1.1 Thistestmethodcoverstheprocedurefordeterminingthecementcontentoffreshsoil-cement.Thistestmethodcanbeused
for determining the cement content of specimens that contain 3 to 16 % cement. This test method is appropriate for soil-cement
containing up to 55 % plus 4.75 mm (No. 4) sieve-size particles with a maximum particle size of 75 mm (3 in.). It should not be
used for determining the Class F pozzolan content of these mixtures.
1.2All1.2 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in
Practice D 6026.
1.2.1 The method used to specify how data are collected, calculated, or recorded in this test method is not directly related to
the accuracy to which the data can be applied in design or other uses, or both. How one applies the results obtained using this test
method is beyond its scope. The procedures used to specify how data are collected/recorded and calculated in this test method are
regarded as the industry standard. In addition, they are representative of the significant digits that should generally be retained.The
procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations
for the user’s objectives; it is common practice to increase or reduce significant digits of reported data commensurate with such
considerations. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering
design.
1.3 The values stated in SI units are to be regarded as the standard. The inch-pound units given in parentheses are for
information only.
1.4 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. Specific precautionary statements are given in Section 8.
2. Referenced Documents
2
2.1 ASTM Standards:
C 219 Terminology Relating to Hydraulic Cement
D 653 Terminology Relating to Soil, Rock, and Contained Fluids
D 2216 Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
D 3740 Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used
in the Engineering Design and Construction
D 4753Specification Guide for Evaluating, Selecting, and Specifying Balances and Scales Standard Masses for Use in Testing
Soil, Rock, and Related Construction Materials Testing
D 6026 Practice for Using Significant Digits in Geotechnical Data
E 644 Test Methods for Testing Industrial Resistance Thermometers
3. Terminology
3.1 Definitions:
3.1.1 Refer to Terminology D 653 for terms relating to soil.
3.1.2 Refer to Terminology C 219 for terms relating to hydraulic cement.
3.2 Definitions of Terms Specific to This Standard:
1
This test method is under the jurisdiction ofASTM Committee D18 on Soil and Rock and is the direct responsibility of Subcommittee D18.15 on Stabilization withWith
Admixtures.
Current edition approved July 10, 2002.Nov. 1, 2007. Published September 2002.December 2007. Originally published as D5982–96.approved in 1996. Last previous
edition D5982–96.approved in 2002 as D 5982 – 02.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
, Vol 04.01.volume information, refer to the standard’s Document Summary page on the ASTM website.
*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.
1
---------------------- Page: 1 ----------------------
D5982–07
3.2.1 heat of neutralization—thedifferencebetweenthetemperatureofsoil-cement/buffersolutionaftermixingandtheaverage
of buffer solution and soil-cement test specimen temperature before mixing.
3.2.2 percent cement—perce
...
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