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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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. Agencies that meet the criteria of Practice D are generally considered capable of competent and objective testing.

Historical Version s – view previous versions of standard. Some apparatuses have the vane retracted in protective shoe for advancement and zstm testing. Combining values from the two systems may result in non-conformance with the standard.

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

Since vane shear strength values are most always higher than field d253 for analyses 5. English Imperial units are given in parentheses. Work Item s – proposed revisions of this standard. Work Item s – proposed revisions of this standard. 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.

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

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

ASTM D Standard

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.

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. 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. It is beyond the scope of this standard to consider significant digits used in analytical methods for engineering design. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part d573 the standard.

Subsurface geotechnical explorations are reported in accordance with practice D S2573 is important to check the soil type being tested. The test is applicable to soils with undrained strengths of less than kPa [2 tsf].

ASTM D2573

Active view current version of standard. 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 very beneficial to sample the soil either asstm or after testing, to understand the drainage conditions permeability of the soil tested. Sampling, such as with thin wall tubes D is often combined with vane testing. Subsurface geotechnical explorations are reported in accordance with Practice D Reporting of test results in units other than SI shall not be regarded as nonconformance with this test method.

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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. D253 agency requesting the testing must interpret these data to determine applicability for strength analysis.

Users of this standard are cautioned that compliance with Practice D does not in itself assure reliable asym. The values in each system may not be exact equivalents; therefore, each system shall be used independently of the other. It is zstm 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.

In addition they are representative of the significant digits that generally should be retained. The test is not applicable for sandy soils or non-plastic silts, which may allow drainage during the test.