Standard Test Method for
Unconfined Compressive Strength Index of ChemicalGrouted Soils1
This standard is issued under the fixed designation D 4219; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of the 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 This test method covers the determination of the short-term unconfined compressive strength index of chemically
grouted soils, using the strain-controlled application of test load.
1.2 The values stated in inch-pound units are to be regarded
as standard.
1.3 This standard does not purport to address all of the
safety problems, 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
2.1 ASTM Standards:
D 422 Test Method for Particle-Size Analysis of Soils2
D 653 Terminology Relating to Soil, Rock, and Contained
Fluids2
D 2166 Test Method for Unconfined Compressive Strength
of Cohesive Soil2
D 3740 Practice for Minimum Requirements for Agencies
Engaged in the Testing and/or Inspection of Soil and Rock
as Used in Engineering Design and Construction2
D 4320 Test Method for Laboratory Preparation of Chemically Grouted Soil Specimens for Obtaining Design
Strength Parameters2
E 4 Practices for Force Verification of Testing Machines3
3. Terminology
3.1 For common definitions of terms used in this test
method, refer to Terminology D 653.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 curing conditions—the environment, particularly temperature and humidity, and state of confinement at which a
the specimen is stored during the time interval between fabrication
and testing.
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