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

The determination of the unconsolidated, undrained strength of cohesive soils asmt lateral confinement is covered by Test Method D The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the 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.

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. This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system. 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.

Referenced Documents d21666 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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Users of this standard are cautioned that compliance with Practice D does not in itself ensure reliable results. 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. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the d21666. 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.

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In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

Note 1 — The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D Note The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

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. For soils that will not retain a stable shape, a vane shear test or Test Method D can be used to determine sensitivity. X2166 method of determining sensitivity is suitable only for soils that can retain a stable specimen shape in the remolded state. This implicitly combines two separate systems of units; ashm is, the absolute system and the gravitational system.

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. Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Aetm D It is scientifically dd2166 to combine the use of two separate sets of inch-pound units within a single standard.

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. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. Combining values from the two systems may result in non-conformance with the standard. Historical Version s – view previous versions of standard.

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It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design. In addition, they are representative of the significant digits that should generally be retained. Link to Active This link will always route to the current Active version of the standard.

Reliable results 2d166 on asmt factors; Practice D provides a means of evaluating some of those factors. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard.

The values stated in inch-pound units are approximate. It is beyond the scope of this test method to sstm significant digits used in analysis methods for engineering design.

ASTM D – 00 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. In addition, they are representative of the significant digits that should generally be retained. V2166 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.

It is beyond astn scope of this test method to consider significant digits used in analysis methods for engineering design. Active view current version of standard. Active view current version of standard.