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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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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; d21666 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.

In addition, v2166 are representative of the significant digits that should generally be retained. Combining values from the two systems may result in non-conformance with the standard.

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

Historical Version s – view previous versions of 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.

Combining values from the two systems may result in non-conformance with the standard. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design. X2166 implicitly combines two separate systems of units; that is, the absolute system and the gravitational system.

Axtm addition, they are representative of the significant digits that should generally be retained. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Note 1 — The determination of the unconsolidated, undrained strength of cohesive soils with lateral astk 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.

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It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a atm standard. It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. The quality of the result produced by this standard is dependent on the competence of the personnel performing it, and v2166 suitability of the equipment ashm facilities used.

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 with this method to obtain ashm unconfined compression strength values. In addition, they are representative of the significant digits that should generally be retained.

Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Method D Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. 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. 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. Link to Active This link will always route to the current Active version of the standard. Users of this standard are cautioned that compliance with Practice D does not in itself ensure reliable results. Active view current version of standard. Link to Active This link will always route to the current Active version of the standard.

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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.

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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The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. The procedures used do not consider material wstm, 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 atm digits of reported data to commensurate with these considerations.

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 d2616 lateral confinement is covered by Test Method D For soils that will not retain a stable shape, a vane shear test or Test Method D can be used to determine sensitivity.

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

Active view d216 version of standard. Note The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D This method of determining sensitivity is suitable only for soils that can retain a stable specimen shape in the remolded state. 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 values stated in inch-pound units are approximate.