ASTM D 2573/D2573M : 2018
Current
The latest, up-to-date edition.
Standard Test Method for Field Vane Shear Test in Saturated Fine-Grained Soils
Hardcopy , PDF
English
01-12-2018
1.1 This test method covers the field vane test in saturated clay and silt soils for determination of undrained shear strength.
Committee |
D 18
|
DocumentType |
Test Method
|
Pages |
8
|
ProductNote |
THIS STANDARD ALSO REFERS TO ASTM D5434,EuroCode 7: Geotechnical Design–Part 3 Des ENV 1997-3:1999E, CEN,
|
PublisherName |
American Society for Testing and Materials
|
Status |
Current
|
Supersedes |
1.1This test method covers the field vane test in saturated clay and silt soils for determination of undrained shear strength. 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.
1.2This test method addresses testing on land and for testing in drill holes or by self-drilling or continuous push methods from the ground surface. This method does not address specifically marine testing where special test requirements or variations in equipment may be required. The user is referred to ASTM STP 1014 for additional information on in-place vane shear testing used in marine exploration.2
1.3This method is often used in conjunction with fluid rotary drilling (D5783), hollow-stem augers (D6151/D6151M), or cone penetration testing (D5778). Some apparatuses have the vane retracted in a protective shoe for advancement and incremental testing. Sampling, such as with thin wall tubes (D1587/D1587M) is often combined with vane testing. Subsurface geotechnical explorations are reported in accordance with Practice (D5434).
1.4Undrained shear strength and sensitivity of cohesive soils can also be measured in Laboratory Vane Test (D4648/D4648M).
1.5Units—The values stated in either SI units or inch-pound units [presented in brackets] are to be regarded separately as standard. 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.
1.5.1The gravitational system of inch-pound units is used when dealing with inch-pound units. In this system, the pound (lbf) represents a unit of force (weight), while the unit for mass is slugs. The rationalized slug unit is not given, unless dynamic (F = ma) calculations are involved.
1.6All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026.
1.6.1The procedures used to specify how data are collected/ recorded or calculated in this standard are regarded as the industry standard. In addition they are representative of the significant digits that generally should be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user’s objectives, and it is common practice to increase or reduce significant digits or reported data to be commensurate with these considerations. It is beyond the scope of this standard to consider significant digits used in analytical methods for engineering design.
1.7This standard does not purport to address all of the safety concerns, if any, associated with its use. 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.
1.8This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
ASTM D 2166/D2166M : 2016 | Standard Test Method for Unconfined Compressive Strength of Cohesive Soil |
ASTM D 5434 : 1997 | Standard Guide for Field Logging of Subsurface Explorations of Soil and Rock |
ASTM D 5783 : 1995 : R2000 | Standard Guide for Use of Direct Rotary Drilling with Water-Based Drilling Fluid for Geoenvironmental Exploration and the Installation of Subsurface Water-Quality Monitoring Devices |
ASTM D 2850 : 1995 : R1999 | Standard Test Method for Unconsolidated-Undrained Triaxial CompressionTest on Cohesive Soils |
ASTM D 653 : 2007 | Standard Terminology Relating to Soil, Rock, and Contained Fluids |
ASTM D 2850 : 2015 | Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils |
ASTM D 3740 : 2012 | Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
ASTM D 5778 : 1995 : R2000 | Standard Test Method for Performing Electronic Friction Cone and Piezocone Penetration Testing of Soils |
ASTM D 3740 : 2023 | Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
ASTM D 3740 : 2019 | Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
ASTM D 3740 : 2004 : REV A : EDT 1 | Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
ASTM D 2488 : 1969 : R1975 | Recommended Practice for Description Of Soils (Visual-Manual Procedure) |
ASTM D 5778 : 2007 | Standard Test Method for Electronic Friction Cone and Piezocone Penetration Testing of Soils |
ASTM D 3740 : 2008 | Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
ASTM D 6026 : 2013 | Standard Practice for Using Significant Digits in Geotechnical Data |
ASTM D 5783 : 1995 : R2006 | Standard Guide for Use of Direct Rotary Drilling with Water-Based Drilling Fluid for Geoenvironmental Exploration and the Installation of Subsurface Water-Quality Monitoring Devices |
ASTM D 6026 : 2006 | Standard Practice for Using Significant Digits in Geotechnical Data |
ASTM D 5434 : 2012 | Standard Guide for Field Logging of Subsurface Explorations of Soil and Rock (Withdrawn 2021) |
ASTM D 2488 : 2017 | Standard Practice for Description and Identification of Soils (Visual-Manual Procedures) |
ASTM D 1587/D1587M : 2015 | Standard Practice for Thin-Walled Tube Sampling of Fine-Grained Soils for Geotechnical Purposes (Withdrawn 2024) |
ASTM D 2850 : 2023 | Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils |
ASTM D 3740 : 1999 : REV C | Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
ASTM D 653 : 2024 | Standard Terminology Relating to Soil, Rock, and Contained Fluids |
ASTM D 2850 : 2003 : REV A : R2007 | Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils |
ASTM D 5783 : 1995 : R2012 | Standard Guide for Use of Direct Rotary Drilling with Water-Based Drilling Fluid for Geoenvironmental Exploration and the Installation of Subsurface Water-Quality Monitoring Devices |
ASTM D 653 : 2022 | Standard Terminology Relating to Soil, Rock, and Contained Fluids |
ASTM D 5778 : 2012 | Standard Test Method for Electronic Friction Cone and Piezocone Penetration Testing of Soils |
ASTM D 653 : 2020 : EDT 1 | Standard Terminology Relating to Soil, Rock, and Contained Fluids |
ASTM D 6026 : 1999 | Standard Practice for Using Significant Digits in Geotechnical Data |
ASTM D 2166/D2166M : 2024 | Standard Test Method for Unconfined Compressive Strength of Cohesive Soil |
ASTM D 3740 : 2011 | Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
ASTM D 4648/D4648M : 2024 | Standard Test Methods for Laboratory Miniature Vane Shear Test for Saturated Fine-Grained Soil |
ASTM D 2488 : 2009 | Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) |
ASTM D 6026 : 2001 : EDT 1 | Standard Practice for Using Significant Digits in Geotechnical Data |
ASTM D 3740 : 2010 | Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
ASTM D 653 : 2021 : REV A | Standard Terminology Relating to Soil, Rock, and Contained Fluids |
ASTM D 5434 : 2003 | Standard Guide for Field Logging of Subsurface Explorations of Soil and Rock |
ASTM D 6026 : 1996 | Standard Practice for Using Significant Digits in Geotechnical Data |
ASTM D 3740 : 2004 : REV A | Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
ASTM D 4648/D4648M : 2016 | Standard Test Methods for Laboratory Miniature Vane Shear Test for Saturated<brk/>Fine-Grained Clayey Soil |
ASTM D 3740 : 2001 | Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
ASTM D 2488 : 2000 | Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) |
ASTM D 653 : 2021 | Standard Terminology Relating to Soil, Rock, and Contained Fluids |
ASTM D 653 : 2021 : REV B | Standard Terminology Relating to Soil, Rock, and Contained Fluids |
ASTM D 2850 : 2024 | Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils |
ASTM D 6026 : 1996 : EDT 1 | Standard Practice for Using Significant Digits in Geotechnical Data |
ASTM D 5783 : 2018 | Standard Guide for Use of Direct Rotary Drilling with Water-Based Drilling Fluid for Geoenvironmental Exploration and the Installation of Subsurface Water-Quality Monitoring Devices |
ASTM D 3740 : 2012 : REV A | Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
ASTM D 3740 : 2003 | Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
ASTM D 2850 : 2003 | Standard Test Method for Unconsolidated-Undrained Triaxial CompressionTest on Cohesive Soils |
ASTM D 5434 : 2009 | Standard Guide for Field Logging of Subsurface Explorations of Soil and Rock |
ASTM D 6026 : 2021 | Standard Practice for Using Significant Digits and Data Records in Geotechnical Data |
ASTM D 653 : 2024 : REV A | Standard Terminology Relating to Soil, Rock, and Contained Fluids |
ASTM D 6026 : 2001 | Standard Practice for Using Significant Digits in Geotechnical Data |
ASTM D 6151/D6151M : 2015 | Standard Practice for Using Hollow-Stem Augers for Geotechnical Exploration and Soil Sampling (Withdrawn 2024) |
ASTM D 2850 : 2003 : REV A | Standard Test Method for Unconsolidated-Undrained Triaxial CompressionTest on Cohesive Soils |
ASTM D 2488 : 2009 : REV A | Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) |
ASTM D 2488 : 2017 : EDT 1 | Standard Practice for Description and Identification of Soils (Visual-Manual Procedures) |
ASTM D 2488 : 2006 | Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) |
ASTM D 3740 : 2004 | Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
Access your standards online with a subscription
Features
-
Simple online access to standards, technical information and regulations.
-
Critical updates of standards and customisable alerts and notifications.
-
Multi-user online standards collection: secure, flexible and cost effective.