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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Work Item s – proposed revisions of this standard. D2753 values from the two systems may result in non-conformance with the standard. Some apparatuses have the vane retracted in a protective shoe for advancement and incremental testing. Work Item s – proposed revisions of this standard.

ASTM D Standard

Knowledge of the sstm of the soil in which each vane test is to be made is necessary for assessment of the applicability and interpretation of the test.

In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. Agencies that meet the criteria of Practice D are generally considered capable of competent and objective testing.

Asgm Imperial units are given in parentheses. The values in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Reporting of test results in units other than SI shall not be regarded as nonconformance with this test method.

It is beyond the scope of this standard to recommend applicability of vane testing for geotechnical analysis. Since vane shear strength values are most always higher than awtm strengths for analyses 5.

Active view current version of standard. Some apparatuses have the vane retracted in protective shoe for advancement and incremental testing. With the shearing rates described in this standard, sand lenses, if present, will allow total or partial drainage. Reliable results depend on many factors; Standard Practice D provides a means of evaluating some of those factors.

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It is beyond the scope of this standard to consider significant digits used in analytical methods for engineering design. 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 important to check the soil type being tested. It is very beneficial to sample the soil either before or after testing, to understand the drainage conditions permeability of the soil tested. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

This method does not address specifically marine testing where special test requirements or variations in equipment may be required. The agency requesting the testing must interpret these data to determine applicability for strength analysis.

The test is applicable to soils with undrained strengths of less than kPa [2 tsf]. Sampling, such as with thin wall tubes D is often combined with vane testing.

ASTM D – 08 Standard Test Method for Field Vane Shear Test in Cohesive Soil

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

Link to Active This link will always route to the current Active version of the standard. Very sensitive soils can be remolded during vane insertion.

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ASTM D2573

Subsurface geotechnical explorations are reported in accordance with practice D 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. The test is not applicable for sandy soils which may allow drainage during the test. For more information on how these tests are used for soft ground site exploration refer to Ladd and DeGroot.

Subsurface geotechnical explorations are reported sstm accordance with Practice Asfm Historical Version s – view previous versions of axtm. 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 significant digits that generally should be retained. Users of this standard are cautioned that compliance with Practice D does not in itself assure reliable results.

For information on the general use of these correction factors, consult Appendix X1.

This method does not address specifically marine testing where special test requirements or variations in equipment may be required. 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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