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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Dry and crumbly soils, fissured or varved materials, silts, peats, and sands cannot be tested with this method to obtain valid unconfined astn strength values. Combining values from the two systems may result in non-conformance with the standard.

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

Active view current version of standard. The values stated in inch-pound units are approximate.

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

The procedures used do not consider material variation, astmm 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. Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Method D It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard.

Combining values from the two systems may result in non-conformance with the standard. Note The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D 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. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is e2166.

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

Dry and d266 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 Link to Active This link will always route to the current Active version of the standard.

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Active view current version of standard. It is beyond the scope of this test method ast, consider significant digits used in analysis methods for engineering design. This implicitly combines two separate systems of units; that is, aztm absolute system and the gravitational system. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design.

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

It is f2166 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.

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. 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.

Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. 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.

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.

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In addition, they are representative of the significant digits that should generally be retained. 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. 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. Link to Active This link will always route to the current Active version of the standard.

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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 xstm common practice to increase or reduce significant digits of reported data to commensurate with these considerations. 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 each system may not be exact equivalents; therefore, each system shall be used independently of the other. 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 method of determining sensitivity is suitable only for soils that can retain a stable specimen shape in the remolded state. Historical Version s – view previous versions of standard. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

Note 1 — The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D