ASTM D2573 PDF

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ASTM D Standard Test Method for Field Vane Shear Test in Cohesive Soil. ASTM D/DM: Standard Test Method for Field Vane Shear Test in Saturated Fine-Grained Soils. Standard Test Method for Field Vane Shear Test in Cohesive Soil.

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English Imperial units are given in parentheses. Knowledge of the nature of the soil in which each vane test is to be made is necessary for assessment of the applicability and interpretation of the test.

The test is not applicable for sandy soils which may allow drainage during the test. Users of this standard are cautioned that compliance with Practice D does not in itself assure reliable results.

ASTM D2573

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

This method does not address specifically marine testing where special test requirements or variations in equipment may be required. Reporting of test results in units other than SI shall not be regarded as nonconformance with this test method.

In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. Link to Active This link will always route to the current Active version of the standard. Knowledge of the nature of the soil in which each vane test is to be made is necessary for assessment of the applicability and interpretation of the test. Combining values from the two systems may aatm in non-conformance with the standard. It is beyond the scope of this standard to recommend applicability of vane testing for geotechnical analysis.

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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.

Active view current version of standard. The test is applicable to soils with undrained strengths of less than kPa [2 tsf].

For information on the general use of these correction factors, consult Appendix X1. Sampling, such as with thin wall tubes D is often combined with vane testing.

Some apparatuses have the vane retracted in protective shoe for advancement and incremental testing. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. Some apparatuses have the vane retracted in a protective shoe for advancement and incremental testing.

This method does not address specifically marine testing where special test requirements or variations in equipment may be required. Subsurface geotechnical explorations are reported in accordance with practice D The quality of the result produced by this aastm is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used.

Work Item s – proposed revisions of this standard. For more information on how these tests are used for soft ground site exploration refer to Ladd and DeGroot.

ASTM D Standard

Unsaturated soils and soils with higher permeability, in rapid shear, can dilate or collapse and generate negative or positive pore pressures which may, or may not, dissipate in the shearing process.

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The agency requesting the testing must interpret these data to determine applicability x2573 strength analysis. In addition they are representative of the significant digits that generally should be retained. Very sensitive soils can be remolded during vane insertion. Link asstm Active This link will always route to the current Active version of the standard. Aatm test is not applicable s2573 sandy soils or non-plastic silts, which may allow drainage during the test. Subsurface geotechnical explorations are reported in accordance with Practice D Historical Version s – view previous versions of standard.

Since x2573 shear strength values are most always higher than field strengths for analyses 5. With the shearing rates described in this standard, sand lenses, if present, will allow total or partial drainage. Agencies that meet the criteria of Practice D are generally considered capable of competent and objective testing.

It is beyond the scope of this standard to consider significant digits used in analytical methods for engineering design. It is very beneficial to sample the soil either before or after testing, to understand the drainage conditions permeability of the soil tested.

It is important to check the soil type being tested.

Work Item s – proposed revisions of this standard. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.