1、Designation:D691618Standard Test Method forDetermining the Shear Strength Between SegmentalConcrete Units(Modular Concrete Blocks)1This standard is issued under the fixed designation D6916;the number immediately following the designation indicates the year oforiginal adoption or,in the case of revis
2、ion,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.1.Scope1.1 This test method is used to determine the shear strengthbetween two layers of segmental concrete block unit
3、s used inconstruction of reinforced soil retaining walls.The test iscarried out under conditions determined by the user thatreproduce the facing system at full scale.The results of a seriesof tests are used to define a relationship between shear strengthdeveloped between segmental concrete units and
4、 normal load.1.2 This is a performance test used to determine propertiesfor design of retaining wall systems utilizing segmental con-crete units and soil reinforcing geosynthetics,either geotextilesor geogrids.The test is performed on a full-scale constructionof the facing system and may be run in a
5、 laboratory or the field.1.3 The values stated in SI units are regarded as thestandard.The values stated in inch-pound units are providedfor information only.1.4 This standard does not purport to address all of thesafety concerns,if any,associated with its use.It is theresponsibility of the user of
6、this standard to establish appro-priate safety,health,and environmental practices and deter-mine the applicability of regulatory limitations prior to use.1.5 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Dec
7、ision 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:2D448 Classification for Sizes of Aggregate for Road andBridge ConstructionD4354 Prac
8、tice for Sampling of Geosynthetics and RolledErosion Control Products(RECPs)for TestingD4439 Terminology for GeosyntheticsD4595 Test Method for Tensile Properties of Geotextiles bythe Wide-Width Strip MethodD6637/D6637M Test Method for Determining Tensile Prop-erties of Geogrids by the Single or Mul
9、ti-Rib TensileMethod3.Terminology3.1 Definitions:3.1.1 displacement criteria,na user-prescribed maximummovement,mm(in.),of the top segmental concrete unit outfrom the back of lower segmental concrete units.3.1.2 geosynthetic,na planar product manufactured frompolymeric material used with soil,rock,e
10、arth,or other geo-technical engineering-related material as an integral part of amanmade project,structure,or system.D44393.1.3 granular infill,ncoarse-grained soil aggregate usedto fill the voids in and between segmental concrete units.3.1.4 peak shear strength,nthe maximum shear capacitybetween se
11、gmental concrete units.3.1.5 segmental concrete depth,nthe segmental concreteunit dimension perpendicular to the wall face.3.1.6 segmental concrete unit(modular concrete block),na concrete unit manufactured specifically for mortarless,dry-stack retaining wall construction.3.1.7 segmental concrete un
12、it width,nthe segmental con-crete unit dimension parallel to the wall face.3.2 For definitions of other terms relating to geosynthetics,refer to Terminology D4439.4.Summary of Test Method4.1 In this test method,segmental concrete units are as-sembled in two rows(layers).The bottom row is laterallyre
13、strained.The top row is loaded vertically to a constantsurcharge load,and the interface is sheared at a constant rate ofdisplacement until a drop of load after the peak load occurs.The test may be run with the geosynthetic reinforcementsandwiched between the two rows of segmental concrete units1This
14、 test method is under the jurisdiction of ASTM Committee D35 onGeosynthetics and is the direct responsibility of Subcommittee D35.01 on Mechani-cal Properties.Current edition approved July 15,2018.Published August 2018.Originallyapproved in 2003.Last previous edition approved in 2011 as D6916 06c(20
15、11).DOI:10.1520/D6916-18.2For referenced ASTM standards,visit the ASTM Web Site,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 ASTM web site.Copyright ASTM International,100 Barr H
16、arbor 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 Recommendations issued by the World Trade Organization Technical Barriers to Trade(TBT)Committee.1 to determine the shear strength between segmental concreteunits at the connection between the units and the geosynt
