ASTM D4452-14
Standard Practice for X-Ray Radiography of Soil Samples

Standard No.
ASTM D4452-14
Release Date
2014
Published By
American Society for Testing and Materials (ASTM)
Status
Replace By
ASTM D4452/D4452M-22
Latest
ASTM D4452/D4452M-22
Scope

4.1 Many geotechnical tests require the utilization of intact, representative samples of soil deposits. The quality of these samples depends on many factors. Many of the samples obtained by intact sampling methods have inherent anomalies. Sampling procedures cause disturbances of varying types and intensities. These anomalies and disturbances, however, are not always readily detectable by visual inspection of the intact samples before or after testing. Often test results would be enhanced if the presence and the extent of these anomalies and disturbances are known before testing or before destruction of the sample by testing. Such determinations assist the user in detecting flaws in sampling methods, the presence of natural or induced shear planes, and the presence of natural intrusions, such as gravels or shells at critical regions in the samples, the presence of sand and silt seams, and the intensity of some of the unavoidable disturbances caused by sampling.

4.2 X-ray radiography provides the user with a picture of the internal massive structure of the soil sample, regardless of whether the soil is X-rayed within or without the sampling tube. X-ray radiography assists the user in identifying the following:

4.2.1 Appropriateness of sampling methods used,

4.2.2 Effects of sampling in terms of the disturbances caused by the turning of the edges of various thin layers in varved soils, large disturbances caused in soft soils, shear planes induced by sampling, or extrusion, or both, effects of overdriving of samplers, the presence of cuttings in sampling tubes, or the effects of using bent, corroded, or nonstandard tubes for sampling,

4.2.3 Naturally occurring fissures, shear planes, and the like,

4.2.4 The presence of intrusions within the sample, such as calcareous nodules, gravel, or shells, and

4.2.5 Sand and silt seams, organic matter, large voids, and channels developed by natural or artificial leaching of soils components.

Note 1: The quality of the results 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 D3740 are generally considered capable of competent and objective testing/sampling/inspection/and the like. Users of this method are cautioned that compliance with Practice D3740 does not in itself ensure reliable testing. Reliable testing depends on many factors; Practice D3740 provides a means of evaluating some of those factors.

1.1 This practice covers the determination of the quality of soil samples in thin wall tubes or of extruded cores by X-ray radiography.

1.2 This practice enables the user to determine the effects of sampling and natural variations within samples as identified by the extent of the ......

ASTM D4452-14 Referenced Document

  • ASTM D3740 Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction
  • ASTM D6026 Standard Practice for Using Significant Digits in Geotechnical Data
  • ASTM D653 Standard Terminology Relating to Soil, Rock, and Contained Fluids
  • ASTM E7 Standard Terminology Relating to Metallography

ASTM D4452-14 history

Standard Practice for  X-Ray Radiography of Soil Samples



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