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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Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Method D Historical Version s – view previous versions of 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.

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. 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.

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

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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. 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. Combining values from the two systems may result in non-conformance with 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.

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

It is the responsibility of the user of this standard to establish v2166 safety and health practices and determine the applicability of regulatory limitations prior to use. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

Combining values from the two systems may result in non-conformance with the standard. Active view current version of standard. In addition, they are representative of the significant digits that should generally be retained. Dry and crumbly soils, fissured or varved materials, silts, peats, c2166 sands cannot be tested with this method to obtain valid unconfined compression strength values.

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 d2616 but are not provided as part of the standard. 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. This method of determining sensitivity is suitable only for soils that can d2166 a stable specimen shape in the remolded state.

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

In addition, they d216 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. For soils that will not retain a stable shape, a vane shear test or Test Method D can be used to determine sensitivity.

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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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 determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D The values stated in inch-pound units are approximate. Note The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.

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

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

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

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 It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering astj. Users of this standard are cautioned that compliance with D216 D does not in itself ensure reliable results. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.