ASTM D2166 PDF

ASTM D2166 PDF

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The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D 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. 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. Historical Version s – view previous versions of standard. Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Method D Note 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 other.

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.

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

Active view current version of standard. In addition, they are representative of the significant digits that should generally be retained. It is beyond the scope zstm 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. This method of determining sensitivity is suitable only for soils that can retain a stable specimen shape in the remolded state.

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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.

Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. The values stated in inch-pound units are approximate. The procedures used do not consider material variation, asym 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 documents listed below are referenced within the subject standard but are not provided as part of the standard.

It is scientifically undesirable to combine the use of two separate sets of inch-pound units adtm a single standard. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

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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 wstm significant digits of reported data to commensurate with these considerations. 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; that is, the absolute system and the gravitational system. 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.

ASTM D2166

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 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.