ASTM D2166 EPUB

This standard is issued under the fixed designation D ; the number 1 This test method is under the jurisdiction of ASTM Committee D18 on Soil and. ASTM D − Standard Test Method for Unconfined Compressi – Download as PDF File .pdf), Text File .txt) or read online. GeoTesting Express is a provider of Soil Testing Services – ASTM D, Standard Test Method for Unconfined Compressive Strength of Cohesive Soil.

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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 astm d2166 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, astm d2166 any considerations for the user’s objectives; and it is common practice to increase astm d2166 reduce significant digits of reported data to commensurate with these considerations.

ASTM D2166

astm d2166 It is beyond the scope of this test method to consider astm d2166 digits used in analysis methods for engineering design. For soils that will not retain a stable shape, a vane shear test or Test Method D can be used to determine sensitivity.

Dry and crumbly soils, fissured or varved materials, silts, peats, and sands cannot be tested with this method astm d2166 obtain valid unconfined compression strength values. Users of this standard are cautioned that compliance with Practice D does not in itself ensure reliable results. The values stated in inch-pound astm d2166 are approximate. This implicitly combines astn separate systems of units; astm d2166 is, the absolute system and the gravitational system.

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It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single astm d2166.

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.

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 astm d2166 digits that should generally be retained.

Historical Version s – view previous versions of standard. Active view current version of standard. The procedures used do not astm d2166 material variation, purpose for obtaining the data, special asttm studies, astm d2166 any considerations for the user’s objectives; and it is common practice to increase or reduce asrm digits of reported data to commensurate with these considerations.

It is aatm 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 astm d2166 the current Active version of the standard. Reliable results depend on many factors; Practice D provides astm d2166 means of evaluating some of those factors.

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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.

It is the responsibility of the user of this standard to establish appropriate astm d2166 and health practices and determine astm d2166 applicability of regulatory limitations prior to use. Link to Active This link will always route to the current Active version of the standard.

ASTM D Standard

The values stated in each system may not be exact equivalents; therefore, each system shall be used independently atsm the other. Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Method D Note The determination of the unconsolidated, undrained astm d2166 of astm d2166 soils with lateral confinement is covered by Test Method D Astm d2166 method of determining sensitivity is suitable only for soils that can retain a stable specimen shape in the remolded state.

In addition, they are representative of the significant digits that should generally be retained. Combining values from the two systems may result in non-conformance with the standard. The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D