ASTM D2166 PDF

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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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Dry and crumbly soils, fissured or aztm materials, silts, peats, and sands cannot be tested with this method to obtain valid unconfined compression strength values. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design. The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D Link to Active This link will always route to the current Active version of the standard.

It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. In addition, they are representative of the significant digits that should generally be retained. In addition, they are representative of the significant digits that should generally be retained. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

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. 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. 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.

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Active view current version of standard. Users of this standard are cautioned that compliance with Practice D does not in itself ensure reliable results. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system.

The procedures used do not consider material variation, purpose for x2166 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.

Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. Note The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D It is beyond the scope of this test method to consider significant d1266 used in analysis methods for engineering design.

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

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. For soils that will not retain a stable shape, a vane shear test or Test Method D can be used to determine sensitivity.

The values stated in zstm system may not be exact equivalents; therefore, each system shall be used independently of the other. 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.

Historical Version s – view previous versions of standard. Note 1 — The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D Active view current version of standard.

It is the responsibility of the user of this standard to establish appropriate safety and health practices and qstm the applicability of regulatory limitations prior to use. Dry and crumbly soils, fissured or varved materials, silts, peats, and sands cannot be tested with this method to obtain valid unconfined ashm strength values. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

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ASTM D / DM – 16 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. Combining values from the two systems may result in non-conformance with the standard.

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. axtm

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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 values atsm in inch-pound units are approximate. This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system.

ASTM D / DM – 13 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. 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. Also, unsaturated soils will usually exhibit d166 shear strengths when tested in accordance with Test Method D