ASTM D2573 PDF

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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It is beyond the scope of this standard to recommend applicability of vane testing for geotechnical analysis. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Users of this standard are cautioned that compliance with Practice D does not in itself assure reliable results. 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. Work Item s – proposed revisions of this standard. Active view current version of standard.

The test is not applicable for sandy soils or non-plastic silts, which may allow drainage during the test. 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. The values in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

For more information on how these tests are used for soft ground site exploration refer to Ladd and DeGroot. In addition they are representative of the significant digits that generally should be retained. For information on the general use of these correction factors, consult Appendix X1. Very sensitive soils can be remolded during vane insertion.

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ASTM D Standard

This method does not address specifically marine testing where special test requirements or f2573 in equipment c2573 be required. Agencies that meet the criteria of Practice D are generally considered capable of competent and objective testing.

English Imperial units are given in parentheses. It is important to check the soil type being tested. Link to Active This link will always route to the current Active version of the standard. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. It d573 beyond the scope of this standard to consider significant digits used in analytical methods for engineering design. Historical Version s – view previous versions of standard.

Subsurface geotechnical explorations are reported in accordance with practice D 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 aastm the test.

Since vane shear strength values are most always higher than field strengths for analyses 5. 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.

ASTM D2573

Work Item s – proposed revisions of this standard. Sampling, such as with thin wall tubes D is often combined with vane testing. The test is not applicable for sandy soils which may allow drainage during the test. It is very beneficial to sample the soil either before or after testing, to understand the drainage conditions permeability of the soil tested.

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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. Some apparatuses have the r2573 retracted in protective shoe for advancement and incremental testing.

Combining 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. 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. Subsurface geotechnical explorations are reported in accordance with Practice D With the shearing rates described in this standard, sand lenses, if present, will allow total or partial drainage.

Link to Active This link will always route to the current Active version of the standard. Unsaturated soils and soils with higher permeability, in rapid shear, can dilate or collapse and generate negative d257 positive pore pressures which may, or may not, dissipate in the shearing process.

Reliable results depend on many factors; Standard Practice D provides a means of evaluating some of those factors.

The test is applicable to soils with undrained strengths of less than kPa [2 tsf]. The agency requesting the testing must interpret these data to determine applicability for strength analysis.