ASTM D2166 PDF

This standard is issued under the fixed designation D/DM; the 1 This test method is under the jurisdiction of ASTM Committee D18 on Soil and. GeoTesting Express is a provider of Soil Testing Services – ASTM D, Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. Page 1. ASTM D Unconfined Compressive Strength. Page 2. Page 3.

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Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Method D The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Active view current version of standard.

Dry and crumbly soils, fissured or varved materials, silts, peats, and sands cannot be tested with this method to obtain valid unconfined compression strength values.

The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user’s objectives; and it is common practice to increase or reduce significant digits of reported data to commensurate with these considerations.

Link to Active This link will always route to the current Active version of the standard.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. In addition, they are representative of the significant digits that should generally be retained.

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ASTM D / DM – 13 Standard Test Method for Unconfined Compressive Strength of Cohesive Soil

Link to Active This link will always route to the current Active version of the standard. This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Dry and crumbly soils, fissured or varved materials, silts, peats, and sands cannot be tested with this method to obtain valid unconfined compression strength values. The values stated in inch-pound units are approximate.

ASTM D – 00 Standard Test Method for Unconfined Compressive Strength of Cohesive Soil

It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Dry and crumbly soils, fissured or varved materials, silts, peats, and sands cannot be tested with this method to obtain valid unconfined compression strength values. Note The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D Combining values from the two systems may result in non-conformance with the standard.

Combining values from the two systems may result in non-conformance with the standard. Users of this standard are cautioned that compliance with Practice D does not in itself ensure reliable results.

The values stated in each system may not be exact equivalents; therefore, each system shall be used independently ashm the other. The quality of the result produced by this standard is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used.

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Active Risk Management

It is the responsibility of the user of this standard to establish appropriate safety and health r2166 and determine the applicability of regulatory limitations prior to use. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.

It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design.

This method of determining sensitivity is suitable only for soils that can retain a stable specimen shape in the remolded state. 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. Link to Active This link will always route to the current Active version of the standard. For soils that will not retain a stable shape, a vane shear test or Test Method D can be used to determine sensitivity.

Active view current version of standard. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user’s objectives; and it is common practice to increase or reduce significant digits of reported data to commensurate with these considerations. In addition, they are representative of the significant digits that should generally be retained.

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