ASTM D1632-07
(Practice)Standard Practice for Making and Curing Soil-Cement Compression and Flexure Test Specimens in the Laboratory (Withdrawn 2016)
Standard Practice for Making and Curing Soil-Cement Compression and Flexure Test Specimens in the Laboratory (Withdrawn 2016)
SCOPE
1.1 This practice covers the procedure for making and curing compression and flexure test specimens of soil-cement in the laboratory under accurate control of quantities of materials and test conditions.
1.2 The values stated in SI units are to be regarded as the standard. The inch-pound equivalents are shown for information only.
1.3 This practice offers a set of instructions for performing one or more specific operations. This document cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this practice may be applicable in all circumstances. This ASTM standard is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this document be applied without consideration of a project's many unique aspects. The word "Standard" in the title of this document means only that the document has been approved through the ASTM consensus process.
1.4 This standard may involve hazardous materials, operations, and equipment. 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.
WITHDRAWN RATIONALE
This practice covers the procedure for making and curing compression and flexure test specimens of soil-cement in the laboratory under accurate control of quantities of materials and test conditions.
Formerly under the jurisdiction of Committee D18 on Soil and Rock, this practice was withdrawn in July 2016 in accordance with section 10.6.3 of the Regulations Governing ASTM Technical Committees, which requires that standards shall be updated by the end of the eighth year since the last approval date.
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Designation: D1632 − 07
StandardPractice for
Making and Curing Soil-Cement Compression and Flexure
1
Test Specimens in the Laboratory
This standard is issued under the fixed designation D1632; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope* D558Test Methods for Moisture-Density (Unit Weight)
Relations of Soil-Cement Mixtures
1.1 This practice covers the procedure for making and
D559Test Methods for Wetting and Drying Compacted
curing compression and flexure test specimens of soil-cement
3
Soil-Cement Mixtures (Withdrawn 2012)
in the laboratory under accurate control of quantities of
D560Test Methods for Freezing and Thawing Compacted
materials and test conditions.
3
Soil-Cement Mixtures (Withdrawn 2012)
1.2 The values stated in SI units are to be regarded as the
D653Terminology Relating to Soil, Rock, and Contained
standard. The inch-pound equivalents are shown for informa-
Fluids
tion only.
D1633Test Methods for Compressive Strength of Molded
Soil-Cement Cylinders
1.3 This practice offers a set of instructions for performing
one or more specific operations. This document cannot replace D1634Test Method for Compressive Strength of Soil-
Cement Using Portions of Beams Broken in Flexure
education or experience and should be used in conjunction
withprofessionaljudgment.Notallaspectsofthispracticemay (Modified Cube Method)
D1635Test Method for Flexural Strength of Soil-Cement
be applicable in all circumstances. This ASTM standard is not
intended to represent or replace the standard of care by which Using Simple Beam with Third-Point Loading
D3740Practice for Minimum Requirements for Agencies
the adequacy of a given professional service must be judged,
nor should this document be applied without consideration of Engaged in Testing and/or Inspection of Soil and Rock as
Used in Engineering Design and Construction
a project’s many unique aspects. The word “Standard” in the
title of this document means only that the document has been D4753Guide for Evaluating, Selecting, and Specifying Bal-
ances and Standard Masses for Use in Soil, Rock, and
approved through the ASTM consensus process.
Construction Materials Testing
1.4 This standard may involve hazardous materials,
D6026Practice for Using Significant Digits in Geotechnical
operations, and equipment. This standard does not purport to
Data
address all of the safety concerns, if any, associated with its
E11Specification forWovenWireTest Sieve Cloth andTest
use. It is the responsibility of the user of this standard to
Sieves
establish appropriate safety and health practices and deter-
mine the applicability of regulatory limitations prior to use.
3. Terminology
3.1 For common definitions of terms used in this standard
2. Referenced Documents
refer to Terminology D653.
2
2.1 ASTM Standards:
C127Test Method for Density, Relative Density (Specific
4. Significance and Use
Gravity), and Absorption of Coarse Aggregate
4.1 This practice is used to prepare soil-cement specimens
C617Practice for Capping Cylindrical Concrete Specimens
for compressive and flexural strength testing in accordance
with Method B of Test Method D1633, Test Method D1634,
and Test Method D1635.
1
This practice is under the jurisdiction of ASTM Committee D18 on Soil and
4.2 This practice does not apply to soil-cement specimens
Rock and is the direct responsibility of Subcommittee D18.15 on StabilizationWith
Admixtures.
prepared in commonly available molds, which are 4.0 in.
Current edition approved Nov. 1, 2007. Published December 2007. Originally
(101.6 mm) in diameter and 4.584 in. (116.4 mm) in height.
approved in 1959. Last previous edition approved in 2006 as D1632–06. DOI:
For these size specimens, Methods D559 or Methods D560
10.1520/D1632-07.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3
Standards volume information, refer to the standard’s Document Summary page on The last approved version of this historical standard is referenced on
the ASTM website. www.astm.org.
*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 ----------------------
D1632 − 07
should be used for sample preparation. Compressive strength having an inside diameter of 71 6 0.25 mm (2.8 6 0.01 in.)
testingshouldbeinaccordancewithMethodAofTestMethod and a height of 229 mm (9 in.) for molding test specimens 71
D1633. mm (2.8 in.) in diameter and 142 mm (5
...
This document is not anASTM standard and is intended only to provide the user of anASTM 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:D1632–06 Designation: D 1632 – 07
Standard Practice for
Making and Curing Soil-Cement Compression and Flexure
1
Test Specimens in the Laboratory
This standard is issued under the fixed designation D1632; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber 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 This practice covers the procedure for making and curing compression and flexure test specimens of soil-cement in the
laboratory under accurate control of quantities of materials and test conditions.
1.2
1.2 ThevaluesstatedinSIunitsaretoberegardedasthestandard.Theinch-poundequivalentsareshownforinformationonly.
1.3 This practice offers a set of instructions for performing one or more specific operations. This document cannot replace
education or experience and should be used in conjunction with professional judgment. Not all aspects of this practice may be
applicable in all circumstances. This ASTM standard is not intended to represent or replace the standard of care by which the
adequacy of a given professional service must be judged, nor should this document be applied without consideration of a project’s
many unique aspects. The word “Standard” in the title of this document means only that the document has been approved through
the ASTM consensus process.
1.3
1.4 This standard may involve hazardous materials, operations, and equipment. 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C127 Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate
C617 Practice for Capping Cylindrical Concrete Specimens
D558 Test Methods for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures
D559 Test Methods for Wetting and Drying Compacted Soil-Cement Mixtures
D560 Test Methods for Freezing and Thawing Compacted Soil-Cement Mixtures
D653 Terminology Relating to Soil, Rock, and Contained Fluids
D1633 Test Methods for Compressive Strength of Molded Soil-Cement Cylinders
D1634 Test Method for Compressive Strength of Soil-Cement Using Portions of Beams Broken in Flexure (Modified Cube
Method)
D1635 Test Method for Flexural Strength of Soil-Cement Using Simple Beam with Third-Point Loading
D3740 Practice for Minimum Requirements forAgencies Engaged in the Testing and/or Inspection of Soil and Rock as Used
in Engineering Design and Construction
D4753 GuideforEvaluating,Selecting,andSpecifyingBalancesandStandardMassesforUseinSoil,Rock,andConstruction
Materials Testing
D6026 Practice for Using Significant Digits in Geotechnical Data
E11 Specification for Wire Cloth and Sieves for Testing Purposes
3. Terminology
3.1 For common definitions of terms used in this standard refer to Terminology D653.
1
This practice is under the jurisdiction of ASTM Committee D18 on Soil and Rock and is the direct responsibility of Subcommittee D18.15 on Stabilization With
Admixtures.
Current edition approved Nov. 1, 2006. Published January 2007. Originally approved in 1959. Last previous edition approved in 1996, which was withdrawn May 2005
and reinstated in November 2006.
Current edition approved Nov. 1, 2007. Published December 2007. Originally approved in 1959. Last previous edition approved in 2006 as D1632–06.
2
ForreferencedASTMstandards,visittheASTMwebsite,www.astm.org,orcontactASTMCustomerServiceatservice@astm.org.For Annual Book of ASTM Standards
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 ----------------------
D1632–07
4. Significance and Use
3.1This4.1 This practice is used to prepare soil-cement specimens for compressive and flexural strength testing in accordance
with Method B of Test Method D1633, Test Method D1634, and Test Method D1635.
3.24.2 This practice does not apply to soil-cement specimens prepared in commonly available molds, which are 4.0 in. (101.6
mm) in diameter and 4.584 in. (116.4 mm) in heigh
...
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