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Specimens are subjected to a confining fluid pressure in a triaxial chamber. No drainage of the specimen is permitted during the application of the confining fluid pressure or during the compression phase of the test. The specimen is axially loaded at a constant rate of axial deformation strain controlled.

This test method provides for the measurement of the total stresses applied to the specimen, that is, the stresses are not corrected for pore-water pressure.


ASTM D, Test equipment Controls

The determination of the consolidated, undrained strength of cohesive soils with pore pressure measurement is covered by Test Method D The values given in parentheses are mathematical conversions to inch-pound units, which are provided for information only and are not considered standard.

Reporting of test results in units other than SI shall not be regarded as nonconformance with this test method. 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.

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