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ASTM D4767-95

Historical Revision

Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils

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1.1 This test method covers the determination of strength and stress-strain relationships of a cylindrical specimen of either an undisturbed or remolded saturated cohesive soil. Specimens are isotropically consolidated and sheared in compression without drainage at a constant rate of axial deformation (strain controlled).

1.2 This test method provides for the calculation of total and effective stresses, and axial compression by measurement of axial load, axial deformation, and pore-water pressure.

1.3 This test method provides data useful in determining strength and deformation properties of cohesive soils such as Mohr strength envelopes and Young's modulus. Generally, three specimens are tested at different effective consolidation stresses to define a strength envelope.

1.4 The determination of strength envelopes and the development of relationships to aid in interpreting and evaluating test results are beyond the scope of this test method and must be performed by a qualified, experienced professional.

1.5 The values stated in SI units shall be regarded as the standard. The values stated in inch-pound units are approximate.

1.6 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.


SDO ASTM: ASTM International
Document Number D4767
Publication Date Jan. 1, 1995
Language en - English
Page Count 11
Revision Level 95
Supercedes
Committee D18.05
Publish Date Document Id Type View
Jan. 15, 2011 D4767-11 Revision
Nov. 1, 2004 D4767-04 Revision
Dec. 10, 2002 D4767-02 Revision
Jan. 1, 1995 D4767-95 Revision
April 1, 2020 D4767-11R20 Reaffirmation