ASTM D2166 00 PDF

Historical Version s - view previous versions of standard. Work Item s - proposed revisions of this standard. More D Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Method D This method of determining sensitivity is suitable only for soils that can retain a stable specimen shape in the remolded state. Users of this standard are cautioned that compliance with Practice D does not in itself ensure reliable results.

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Active view current version of standard. Other Historical Standards. Work Item s - proposed revisions of this standard. More D 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 The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D In addition, they are representative of the significant digits that should generally be retained.

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

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. Scope 1. Link to Active This link will always route to the current Active version of the standard.

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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. 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. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. In this system, the pound lbf represents a unit of force weight , while the unit for mass is slugs.

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ASTM D 2166-00 Standard Test Method for Unconfined Compressive Strength of Cohesive Soil

Active view current version of standard. Other Historical Standards. Work Item s - proposed revisions of this standard. More D

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ASTM D2166/D2166M

Embed Size px x x x x This standard is issued under the fixed designation D ; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon e indicates an editorial change since the last revision or reapproval.

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

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