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

It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. Note 1 — The determination of the unconsolidated, undrained strength of cohesive soils with 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 astk.

In addition, they are representative of the significant digits that should generally be retained. Active view current version of standard.

Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Method D 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.

Dry and crumbly soils, fissured or varved materials, silts, peats, and sands cannot be tested asgm this method to obtain valid unconfined compression strength values. 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. This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system.

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

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Link to Active This link will always route to the current Active version of the standard. This method of determining sensitivity is suitable only for soils that can retain a stable specimen shape in the remolded state. Link to Active This link will always route to the current Active asmt of the standard.

Historical Version s – view previous versions of standard. Active view current version of standard. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design. 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.

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

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

In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. The determination d21666 the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system. The procedures used do not d22166 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.

ASTM D / DM – 16 Standard Test Method for Unconfined Compressive Strength of Cohesive Soil

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part 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. In addition, they are representative of dd2166 significant digits that should generally be retained.

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In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. 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 beyond the scope of this test method to consider significant digits used in analysis methods for engineering design. Combining values from the two systems may result in non-conformance with 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.

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

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Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Users of this standard are cautioned that compliance with Practice D does not in itself ensure reliable results. The values stated in inch-pound units are approximate. It is the responsibility of the user of this standard to establish appropriate safety and health asgm and determine the applicability of regulatory limitations prior to use.

Combining values from the two systems may result in non-conformance with the standard. Note The determination of the unconsolidated, undrained strength of cohesive s2166 with xstm 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. 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.

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