ASTM D2166 PDF

May 28, 2019 posted by

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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Note 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 design.

Astj 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. Combining dd2166 from the two systems may result in non-conformance with the standard. Combining values from the two systems may result in non-conformance with the standard.

aztm Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Active dd2166 current version of standard. 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 variation, purpose for obtaining the data, special purpose studies, or any considerations for the user’s objectives; and it is common practice to increase d1266 reduce significant digits of reported data to commensurate with these considerations. 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.

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. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs.

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The values stated in inch-pound units are approximate. Active view current version of standard. Link to Active This link will always route to the current Active version of the standard.

In addition, they are representative of the significant digits that should generally be retained. It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. For soils that will not retain a stable shape, a vane shear test or Test Method D can be used to determine sensitivity. Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Method D It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design.

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. 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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Link to Active This zstm will always route to the current Active version of the standard. The determination of the asmt, undrained strength of cohesive soils with aastm confinement is covered by Test Method D It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. In addition, they are representative of the significant digits that should generally be retained.

The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. 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.

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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 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.

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

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 within the subject standard but are not provided as part of the standard. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. 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.

Users of this standard are cautioned that compliance with Practice D does not in itself ensure reliable results. 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.

In addition, they are representative of the significant digits that should generally be retained. 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. Note 1 — The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D