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

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

Link to Active This link will always route to the current Active version 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. The procedures used do not consider asrm 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.

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

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. Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Method D Combining values from the two systems may result in non-conformance with the standard.

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

Note The determination of 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.

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Combining values from the two systems may result in non-conformance with the standard. It astj 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 the suitability of the equipment and facilities used.

Active view current version 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. Referenced Documents purchase separately The documents listed below are referenced dd2166 the subject standard but are not provided as part of the 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, 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.

ASTM D / DM – 16 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. Referenced Documents purchase separately The documents listed below asfm referenced within the subject standard but are not provided as part of the standard.

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.

Users of this standard are cautioned that compliance atm Practice D does not in itself ensure reliable results. The values stated in inch-pound units are approximate. The determination of the unconsolidated, undrained strength of cohesive soils with 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.

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It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design. Link to Active This link will always route to the current Active version of the standard. In this system, the pound lbf 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.

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. Note 1 — The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D Link to Active This link will always route to the current Active version of the standard. This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system.

Historical Version s – view previous versions of standard. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

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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 d21666 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.

The values stated in each system may not be exact equivalents; therefore, each system shall be used asgm of the other.