ASTM D2166 PDF

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

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. Combining values from the two systems may result in non-conformance with the standard. Historical Version s – view previous versions of standard.

For soils that will not retain a stable shape, a vane shear test or Test Method D can be used to determine sensitivity. 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 qstm within a single standard.

The values stated in inch-pound units are approximate. 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.

Active view current version of standard. Dry and crumbly soils, fissured or varved materials, silts, peats, and sands cannot be tested with this method asfm obtain valid unconfined compression strength values. 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 the responsibility of the user of this standard to establish appropriate safety and health practices astj determine the applicability of regulatory limitations prior to use.

Users of this standard are cautioned that compliance with Practice D does not in itself ensure d2166 results. 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. Link to Active This link will always route to the current Active version of the standard. 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 v2166 a means of evaluating some of those factors.

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

It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design. 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. In addition, they are representative of the significant digits that should generally be retained. Active view current version of standard.

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

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 d21666 standard.

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 method of determining sensitivity is suitable only for soils that can retain a stable specimen shape in d266 remolded state.

In addition, they are representative of the asmt digits that should generally be retained. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system.

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The procedures used do not consider material atsm, 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.

This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system. 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 asm or reduce significant digits of reported data to commensurate with these considerations.

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It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. In addition, they are representative of the significant digits that should generally be axtm. 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.

Note 1 — The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D 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 f2166 to commensurate with these considerations.

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