Active view current version of standard. Other Historical Standards. Work Item s - proposed revisions of this standard. More D
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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.
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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. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.
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