1、Designation:D439508Standard Test Method forDetermining In Situ Modulus of Deformation of Rock MassUsing Flexible Plate Loading Method1This standard is issued under the fixed designation D4395;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.1.Scope*1.1 This test method covers the preparation,equipment,testprocedure,and data reduction for determining in s
3、itu modulusof deformation of a rock mass using the flexible plate loadingmethod.1.2 This test method is designed to be conducted in an aditor small underground chamber;however,with suitable modi-fications it could be conducted at the surface.1.3 This test method is usually conducted parallel or per-
4、pendicular to the anticipated axis of thrust,as dictated by thedesign load.1.4 Time-dependent tests not covered by this standard canbe performed but are to be reported in another standard.1.5 All observed and calculated values shall conform to theguidelines for significant digits and rounding establ
5、ished inPractice D6026.1.5.1 The method used to specifiy how data are collected,calculated,or recorded in this standard is not directly related tothe accuracy to which the data can be applied in design or otheruses,or both.How one applies the results obtained using thisstandard is beyond its scope.1
6、.6 The values stated in inch-pound units are to be regardedas standard.The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.7 The references appended to this standard contain furtherinformation on this test me
7、thod.1.8 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 and health practices and determine the applica-bility of regulatory limitations prior to use.For specificp
8、recaution statements,see Section 8.2.Referenced Documents2.1 ASTM Standards:2D653 Terminology Relating to Soil,Rock,and ContainedFluidsD2113 Practice for Rock Core Drilling and Sampling ofRock for Site ExplorationD3740 Practice for Minimum Requirements for AgenciesEngaged in Testing and/or Inspectio
9、n of Soil and Rock asUsed in Engineering Design and ConstructionD4394 Test Method for Determining In Situ Modulus ofDeformation of Rock Mass Using Rigid Plate LoadingMethodD4403 Practice for Extensometers Used in RockD4879 Guide for Geotechnical Mapping of Large Under-ground Openings in RockD5079 Pr
10、actices for Preserving and Transporting Rock CoreSamplesD5434 Guide for Field Logging of Subsurface Explorationsof Soil and RockD6026 Practice for Using Significant Digits in GeotechnicalDataD6032 Test Method for Determining Rock Quality Designa-tion(RQD)of Rock Core3.Terminology3.1 For terminology
11、used in this test method,refer toTerminology D653.3.2 Definitions of Terms Specific to This Standard:3.2.1 deflectionmovement of the plate,mortar pad,orrock in response to and in the same direction as the appliedload.3.2.2 flexible platetheoretically,a plate having no stiff-ness.3.2.3 loadtotal forc
12、e acting on the rock face.3.2.4 peak-to-peak modulus of deformationthe slope ofstress-strain curve line connecting the peaks of the curvesobtained from successive pressure cycles(see Fig.1).1This test method is under the jurisdiction ofASTM Committee D18 on Soil andRock and is the direct responsibil
13、ity of Subcommittee D18.12 on Rock Mechanics.Current edition approved July 1,2008.Published July 2008.Originally approvedin 1984.Last previous edition approved in 2004 as D4395 04.DOI:10.1520/D4395-08.2For referenced ASTM standards,visit the ASTM website,www.astm.org,orcontact ASTM Customer Service
14、at serviceastm.org.For Annual Book of ASTMStandards volume information,refer to the standards Document Summary page onthe ASTM website.*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.Unite
15、d States1 3.2.5 recovery modulus of deformationthe tangent modu-lus of the unloading stress-strain curve.This modulus isusually higher than the other moduli and is used in calculationswhere unloading conditions exist.The difference between thetangent and recovery moduli indicates the materials capac
16、ityof hysteresis or energy dissipation capabilities(see Fig.2).3.2.6 secant modulus of deformationthe slope of thestress-strain curve between zero stress and any specifiedstress.This modulus should be used for complete load stepsfrom zero to the desired load(see Fig.2).3.2.7 tangent modulus of deformationthe slope of thestress-strain curve obtained over the segment of the loadingcurve judged as the most representative of elastic response bythe investigator.It neglects the end effects of the curv
