1、Designation:D6467131Standard Test Method forTorsional Ring Shear Test to Determine Drained ResidualShear Strength of Cohesive Soils1This standard is issued under the fixed designation D6467;the number immediately following the designation indicates the year oforiginal adoption or,in the case of revi
2、sion,the year of last revision.A number in parentheses indicates the year of last reapproval.Asuperscript epsilon()indicates an editorial change since the last revision or reapproval.1NOTEEditorially updated units of measurement statement in April 2018.1.Scope*1.1 This test method provides a procedu
3、re for performing atorsional ring shear test under a drained condition to determinethe residual shear strength of cohesive soils.An intact speci-men can be used for testing.However,obtaining a natural slipsurface specimen,determining the direction of field shearing,and trimming and aligning the usua
4、lly non-horizontal shearsurface in the ring shear apparatus is difficult.As a result,thistest method focuses on the use of a reconstituted specimen tomeasure the residual strength.This test method is performed bydeforming a presheared,reconstituted specimen at a controlleddisplacement rate until the
5、 constant drained shear resistance isoffered on a single shear plane determined by the configurationof the apparatus.An unlimited amount of continuous sheardisplacement can be achieved to obtain a residual strengthcondition.Generally,three or more normal stresses are appliedto a test specimen to det
6、ermine the drained residual failureenvelope.A separate test specimen may be used for eachnormal stress.1.2 A shear stress-displacement relationship may be ob-tained from this test method.However,a shear stress-strainrelationship or any associated quantity,such as modulus,cannot be determined from th
7、is test method because soilextrusion and volume change prevents defining the heightneeded in the shear strain calculations.As a result,shear straincannot be calculated but shear displacement can be calculated.1.3 The selection of normal stresses and determination ofthe shear strength envelope for de
8、sign analyses and the criteriato interpret and evaluate the test results are the responsibility ofthe engineer or office requesting the test.1.4 The values stated in SI units are to be regarded asstandard.The values given in parentheses after SI units areprovided for information only and are not con
9、sidered standard.1.5 All measured and calculated values shall conform to theguidelines for significant digits and rounding established inPractice D6026.1.6 This standard does not purport to address all of thesafety concerns,if any,associated with its use.It is theresponsibility of the user of this s
10、tandard to establish appro-priate safety,health,and environmental practices and deter-mine the applicability of regulatory limitations prior to use.1.7 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision
11、on Principles for theDevelopment of International Standards,Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade(TBT)Committee.2.Referenced Documents2.1 ASTM Standards:2D422 Test Method for Particle-Size Analysis of Soils(With-drawn 2016)3D653 Terminology Rel
12、ating to Soil,Rock,and ContainedFluidsD854 Test Methods for Specific Gravity of Soil Solids byWater PycnometerD2216 Test Methods for Laboratory Determination of Water(Moisture)Content of Soil and Rock by MassD2435 Test Methods for One-Dimensional ConsolidationProperties of Soils Using Incremental Lo
13、adingD2487 Practice for Classification of Soils for EngineeringPurposes(Unified Soil Classification System)D3080 Test Method for Direct Shear Test of Soils UnderConsolidated Drained ConditionsD3740 Practice for Minimum Requirements for AgenciesEngaged in Testing and/or Inspection of Soil and Rock as
14、Used in Engineering Design and Construction1This test method is under the jurisdiction ofASTM Committee D18 on Soil andRock and is the direct responsibility of Subcommittee D18.05 on Strength andCompressibility of Soils.Current edition approved May 1,2013.Published July 2013.Originally approvedin 19
15、99.Last previous edition approved in 2006 as D6467 06a.DOI:10.1520/D6467-13E01.2For referenced ASTM standards,visit the ASTM website,www.astm.org,orcontact ASTM Customer Service at serviceastm.org.For Annual Book of ASTMStandards volume information,refer to the standards Document Summary page onthe
16、ASTM website.3The last approved version of this historical standard is referenced onwww.astm.org.*A Summary of Changes section appears at the end of this standardCopyright ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959.United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards,Guides and Recommendatio
