1、Designation:D552018Standard Test Method forLaboratory Determination of Creep Properties of Frozen SoilSamples by Uniaxial Compression1This standard is issued under the fixed designation D5520;the number immediately following the designation indicates the year oforiginal adoption or,in the case of re
2、vision,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.INTRODUCTIONKnowledge of the stress-strain-strength behavior of frozen soil is of great importance for civilenginee
3、ring construction in permafrost regions.The behavior of frozen soils under load is usually verydifferent from that of unfrozen soils because of the presence of ice and unfrozen water films.Inparticular,frozen soils are much more subject to creep and relaxation effects,and their behavior isstrongly a
4、ffected by temperature change.In addition to creep,volumetric consolidation may alsodevelop in frozen soils having large unfrozen water or gas contents.As with unfrozen soil,the deformation and strength behavior of frozen soils depends oninterparticle friction,particle interlocking,and cohesion.In f
5、rozen soil,however,bonding of particlesby ice may be the dominant strength factor.The strength of ice in frozen soil is dependent on manyfactors,such as temperature,pressure,strain rate,grain size,crystal orientation,and density.In ice-richsoils(that is,soils where the ratio of the mass of ice conta
6、ined in the pore spaces of frozen soil or rockmaterial,to the mass of solid particles in that material is high),frozen soil behavior under load issimilar to that of ice.In fact,for fine-grained soils,experimental data suggest that the ice matrixdominates when mineral volume fraction is less than abo
7、ut 50%.At low ice contents,however,(ice-poor soils),when interparticle forces begin to contribute to strength,the unfrozen water films playan important role,especially in fine-grained soils.Finally,for frozen sand,maximum strength isattained at full ice saturation and maximum dry density(1).21.Scope
8、*1.1 This test method covers the determination of the creepbehavior of cylindrical specimens of frozen soil,subjected touniaxialcompression.Itspecifiestheapparatus,instrumentation,and procedures for determining the stress-strain-time,or strength versus strain rate relationships forfrozen soils under
9、 deviatoric creep conditions.1.2 Although this test method is one that is most commonlyused,it is recognized that creep properties of frozen soil relatedto certain specific applications,can also be obtained by somealternative procedures,such as stress-relaxation tests,simpleshear tests,and beam flex
10、ure tests.Creep testing under triaxialtest conditions will be covered in another standard.1.3 The values stated in SI units are to be regarded asstandard.No other units of measurement are included in thisstandard.1.4 All observed and calculated values shall conform to theguidelines for significant d
11、igits and rounding established inPractice D6026.1.4.1 For the purposes of comparing,a measured or calcu-lated value(s)with specified limits,the measured or calculatedvalue(s)shall be rounded to the nearest decimal or significantdigits in the specified limits.1.4.2 The procedures used to specify how
12、data are collected/recorded or calculated in this standard are regarded as theindustry standard.In addition,they are representative of thesignificant digits that generally should be retained.The proce-dures used do not consider material variation,purpose forobtaining the data,special purpose studies
13、,or any consider-ations for the users objectives;and it is common practice toincrease or reduce significant digits of reported data to becommensurate with these considerations.It is beyond the scopeof this standard to consider significant digits used in analysismethods for engineering design.1This t
14、est method is under the jurisdiction ofASTM Committee D18 on Soil andRock and is the direct responsibility of Subcommittee D18.19 on Frozen Soils andRock.Current edition approved Nov.15,2018.Published December 2018.Originallyapproved in 1994.Last previous edition approved in 2011 as D552011.DOI:10.1
15、520/D5520-18.2The boldface numbers in parentheses refer to the list of references at the end ofthe text.*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 stan
16、dard 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 1.5 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 standard to establish appro-priate safety,health,and environ