ASTM_D_5311_-_D_5311M_-_13_rus.pdf

:D5311/D5311M-13 STANDARD TEST METHOD FOR LOAD CONTROLLED CYCLIC TRIAXIAL STRENGTH OF SOIL ():2959-16/ASTM :03.08.2016 2016 -,.9,-49,-1,119991.:(499)236-54-49:(499)230-13-72 E-mail:interstgost.ru http:/www.interstandart.ru (ASTM International)100 rr Harbor Drive,West Conshohocken,PA 19428,USA.ASTM International ,ASTM International.-,ASTM International ,.This translation is executed by FBU“CIC“Interstandard”of Federal Agency on Technical Regulating and Metrology under the license of American Society for Testing and Materials(ASTM International)100 rr Harbor Drive,West Conshohocken,PA 19428,USA.ASTM International does not approve and does not confirm these translations and in any cases only the English version published with a sign of ASTM International copyright can be considered as the original version.Reproduction of the specified translations by any Party,except for ASTM International or FBU“CIC“Interstandard”,is strictly forbidden according to the USA legislation and international copyright.ASTM D 5311/D 5311-13 :D5311/D5311M-13 1 D 5311/D 5311M;,.().1.*1.1 ().1.2 ,.,(1).2 1.3 1 ASTM D18 D18.09 .1 2013.2013.1992.2011.D5311-11.DOI:10.1520/D5311_ D5311-13.2 ,.*1ASTM D 5311/D 5311-13 ,.1.4 .,100%-.3,.1.5 .,.,.1.6 ,D 6026.,D 6026,.,.,.,.1.6.1,2ASTM D 5311/D 5311-13 .,.1.7,-.,;.,.1.8 ,.,.2.2.1 ASTM:3 D 422 D 653,D 854 D 1587 D 2216 3 ASTM,ASTM www.astm.org ASTM serviceastm.org.ASTM.Document Summary ASTM.3ASTM D 5311/D 5311-13()D 2850 D 3740 ,/,D 4220 D 4253 D 4254 D 4318 ,D 4767 D 6026 3.3.1:3.1.1 ,(),D 653.3.2 :3.2.1 100%-,u 3c.3.2.2 ,.3.2.3 ()(),4ASTM D 5311/D 5311-13 ,.3.2.4 (),.3.2.5 u 3c .3.2.6 ().4.4.1 ,.4.2 ().,.4.3 ,.,.4.4 ,5ASTM D 5311/D 5311-13 .,.4.5 ,100%-(),.5.5.1 ,.5.1.1 ,.5.1.2 ,100/2 14,5/.,.(2).5.2 .5.3 ,6ASTM D 5311/D 5311-13 ,.5.4 .5.4.1 .5.4.2 90.5.4.3 ,.(),.,.,.5.4.4 ,.,7ASTM D 5311/D 5311-13 .,.5.4.5 ,.5.4.6 .1 .,D 3740,/.,D 3740 .6.6.1 (.D 2850)(.D 4767).,.1.6.2 ,8ASTM D 5311/D 5311-13 .1.6.2.1 .6.2.2 .,1/6 .6.2.3 .,2%,.,(3),.6.2.4 ,9ASTM D 5311/D 5311-13 .,.2.emax=0,100 (0,004)emax=0,100 D.=0,025 .=0,00 1D.2.(a)(b)6.2.5 ,10ASTM D 5311/D 5311-13 .6.2.6 .6.2.7 ,.(1 104/3,9 105/).6.3 ,0,1 2,0.1,0.20%.,.3.,.,(ErrorP)(Pmax)n-(Pn):Pmax=(Pc+Pe)max Pn=(Pc+Pe)n (1)11ASTM D 5311/D 5311-13:Pmax-,Pc-,Pe-,Pn-n-,ErrorP-,5%5%.2 20.90%tc te 100%tc.3.6.4 ,;(.1).6.4.1 12ASTM D 5311/D 5311-13 ,1%.,.1.1.1.:0,5 50/0,2 20/,():0,5%A,-:100 2.:40 3.:(LVDT)B -2 0,2/0,025/2 ,/0,2/0,001/(LVDT )5/0,025/5/0,001/(LVDT ),%0,25 0,5,%.0,25 0,0 0,5,%0,10 0,01 0,5%./C F 0,005 0,025 0,02 0,01.0,125 0,005 2,4 10-4 ,3/./.1,0 10-4 A ,.,.,LVDT .,.LVDT .13ASTM D 5311/D 5311-13 6.4.2 ,(LVDT),0,02%(.1).,.6.4.3 2 0,25 .,.:uVV/3,2 106 2/2,2 105.(2):V-,3.,V-,3.,u-,.()/.6.4.4 ,.14ASTM D 5311/D 5311-13 .1.2%.6.4.5 ,0,05%.,.6.5 -.,0,7 0,1-/.3 ,.6.6 0,05%.6.7 (),.15ASTM D 5311/D 5311-13 6.8 4C 7,2F .6.9 ,.7.7.1 ,.,D 1587 D 4220,.8.8.1 51 2,0.2,0 2,5.1/6 .,.8.2 ,.,.16ASTM D 5311/D 5311-13 (GP,SP-SM),:8.2.1 ,(.4),.,.,.35 5 .,9.2,.8.2.2 ,D 1587,C D,D 4220.,:,.,.,17ASTM D 5311/D 5311-13 .,.8.3 ,.,.8.3.1 (),(4).8.3.2 ()(-)-,.(5),.8.3.3 ()(5)-.,.8.3.4 .18ASTM D 5311/D 5311-13 35 5 .103 14,7 .,.,.9.9.1-,.9.2 ,.-().4,0,025 0,001.0,025 0,001 ,0,01 63,5 2,5 0,1 63,5 2,5.0,1%(.D 2216).4 ,PI Tape,Box 398,Lemon Grove,CA 92045.,-ASTM International.1,.19ASTM D 5311/D 5311-13 9.3 ().:(,/);.,.,.,.:9.3.1 35 5 .,.,35 5/.2 20ASTM D 5311/D 5311-13 20 3 .,.,.9.3.1.1 13 2 .,.,.,9.3.3.1.1%,.9.3.1.2 ,CO2 .CO2 ,.9.3.2 ,35 5 .21ASTM D 5311/D 5311-13 9.3.1,.9.3.3 ,.,.,35 5 .,70 10 .140 20 .,.35 5 .,.,5%2%,.1.1%,B(9.3.4),.,B 0,95,B .4 ,22ASTM D 5311/D 5311-13 ,1400 200/.5 .9.3.4 B :(3):u-,3-.B,:9.3.4.1 70 10 .9.3.4.2 .,.u .u u 3 .u ,.9.3.4.3 B 3.9.3.4.4 (),B,70 10 23ASTM D 5311/D 5311-13 .,70 10 .B ,.0,95,B ,.9.3.4.5 0,025 0,001,(),.,:Ps=3A r Mrodplateng(4):Ps-,Mrod-plateng-,3-,Ar-.9.4:9.4.1 .9.4.2 ,(1c)(3c).,.24ASTM D 5311/D 5311-13,-.,.,0,025 0,001,0,1.9.4.3 ,.8,B .9.5 :9.5.1 ,.SR .,:Pc=2 3c SRdesired Ac(5):Pc-,3c-(),SRdesired-/2c,Ac-.9.5.2 ,.,25ASTM D 5311/D 5311-13 .,.9.5.3 ,0,1 2 .,.9.5.4 .9.5.5 20%,20%,500 ,.6 /Gilbert(4),5%,.9.6 ,.10.10.1 ,.26ASTM D 5311/D 5311-13 .4./27ASTM D 5311/D 5311-13 10.2 ,.4,:=Pc/Ac e=Pe/Ac a=(c+e)/2:c=c/Hc e=e/Hc da=c+e U=umax/3c :c=Pc/Ac ,e=Pe/Ac ,Pc-,Pe-,Ac=Vc/Hc (),a-,dc-,c-,e-,c-,e-,Hc-,da-,U-,umax-,28ASTM D 5311/D 5311-13 3C-.10.3 ,.,.(Perror),6.3.11.:11.1 /1.6.11.2 ,.,(,),.2.11.3 ,.3,:11.3.1 da (N),11.3.2 c N,11.3.3 e N,29ASTM D 5311/D 5311-13 11.3.4 N,11.3.5 N,11.3.6 e N,11.3.7 u N,11.3.8 U N,11.3.9 3(min)/3c N,11.3.10 Perror N.11.3.11 1,4,8 10 .11.4 ,(CSR),:(6),.(CSR),8.3 ,.:(7)CSRave m,CSRn n-.30ASTM D 5311/D 5311-13 2,5,5,10 20%.CSR N,.CSRave,Perror.2.,1.2.3.4.(,)5.6.,:7.:8.:9.():10.(s1c s3c)11.(B)12.,3.(1)(2)(3)(4)(5)umax c e (6)(7)(8)(9)c da CSRave (10)(11)Perror (,.)31ASTM D 5311/D 5311-13 12.12.1 ,(,),.,.,.12.1.1 D18.09 ,.12.2 ,.13.13.1 ;32ASTM D 5311/D 5311-13 (1)Chan,C.K.,Journal of Geotechnical Engineering Division,ASCE,101,GT4,1975.(2)Silver,M.L.,Chan,C.K.,Ladd,R.S.,Lee,K.L.,Tiedmann,D.A.,Townsend,F.C.,Valera,J.E