ASTM D2573 PDF

Full Description 1. 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 or non-plastic silts, which may allow drainage during the test. This method does not address specifically marine testing where special test requirements or variations in equipment may be required. Some apparatuses have the vane retracted in a protective shoe for advancement and incremental testing.

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More D Scope 1. 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 or non-plastic silts, which may allow drainage during the test. This method does not address specifically marine testing where special test requirements or variations in equipment may be required. Some apparatuses have the vane retracted in a protective shoe for advancement and incremental testing.

Sampling, such as with thin wall tubes D is often combined with vane testing. Subsurface geotechnical explorations are reported in accordance with Practice D The values 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. 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 weight , while the unit for mass is slugs.

In addition they are representative of the significant digits that generally should be retained. It is beyond the scope of this standard to consider significant digits used in analytical methods for engineering design.

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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More D The test is applicable to soils with undrained strengths of less than kPa [2 tsf]. Very sensitive soils can be remolded during vane insertion. Since vane shear strength values are most always higher than field strengths for analyses 5. For more information on how these tests are used for soft ground site exploration refer to Ladd and DeGroot. The agency requesting the testing must interpret these data to determine applicability for strength analysis. It is beyond the scope of this standard to recommend applicability of vane testing for geotechnical analysis.

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