ASTM D2664-95a
Standard Test Method for Triaxial Compressive Strength of Undrained Rock Core Specimens Without Pore Pressure Measurements

Standard No.
ASTM D2664-95a
Release Date
1995
Published By
American Society for Testing and Materials (ASTM)
Status
Replace By
ASTM D2664-04
Latest
ASTM D2664-04
Scope

1.1 This test method covers the determination of the strength of cylindrical rock core specimens in an undrained state under triaxial compression loading. The test provides data useful in determining the strength and elastic properties of rock, namely: shear strengths at various lateral pressures, angle of internal friction, (angle of shearing resistance), cohesion intercept, and Young''s modulus. It should be observed that this method makes no provision for pore pressure measurements. Thus the strength values determined are in terms of total stress, that is, not corrected for pore pressures.

1.2 The values stated in inch-pound units are to be regarded as the standard.

1.3 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.

ASTM D2664-95a Referenced Document

  • ASTM D4543 Standard Practices for Preparing Rock Core Specimens and Determining Dimensional and Shape Tolerances
  • ASTM E122 Standard Practice for Calculating Sample Size to Estimate, With a Specified Tolerable Error, the Average for Characteristic of a Lot or Process*2000-10-10 Update
  • ASTM E4 Standard Practices for Force Verification of Testing Machines*1999-04-19 Update

ASTM D2664-95a history

  • 2004 ASTM D2664-04 Standard Test Method for Triaxial Compressive Strength of Undrained Rock Core Specimens Without Pore Pressure Measurements
  • 1995 ASTM D2664-95a Standard Test Method for Triaxial Compressive Strength of Undrained Rock Core Specimens Without Pore Pressure Measurements
Standard Test Method for Triaxial Compressive Strength of Undrained Rock Core Specimens Without Pore Pressure Measurements



Copyright ©2024 All Rights Reserved