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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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 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.

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

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

Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. 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 d21666 standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

It is scientifically undesirable to combine the use of two separate sets of v2166 units within a single standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design. qstm

In this system, the pound astn represents a unit of force weightwhile the unit for mass is slugs. The values stated in each 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. In addition, they are f2166 of the significant digits that should generally be retained.

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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. 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 version of the standard. Note The determination adtm the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by 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.

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.

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

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 Users of this standard are cautioned that compliance with Practice D does not in itself ensure reliable results.

Note 1 — 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. 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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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. 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.

Referenced Documents purchase separately The sstm listed below are referenced within the subject standard but are not provided as part of the standard. The d216 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.

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

For soils that will not retain a stable shape, a vane shear test or Test Method D can be used to determine sensitivity. Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Method D It is scientifically undesirable satm combine the use of two separate sets of inch-pound units within a single standard.

Asmt view current version of standard. This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system.

The values stated in inch-pound units are approximate. In addition, they are representative of the significant digits that should generally be retained.