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<br />4.0 <br />J~ 2.0 <br />a <br />D <br />OL OF~1 DO <br />~s <br /> <br />~~~ <br /> <br />FYf <br />ective ~ Totai <br /> <br />C=0:181cf C=O <br />d&5M <br /> . <br />b =27 <br />5° } = 14 <br />Z° <br />. . <br /> <br /> <br /> i <br /> i <br />i i <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />0 2.0 4.0 <br />t-W wev <br />dt4ech4 my~ ~- ~_ <br />6.0 d.0 ]0.0 12.0 14.0 16.0 <br />MOALIL 578L59 Ik-!1 <br />~.U <br />a.o <br />r 6.0 <br />= 4.0 <br />Z.0 <br />i <br />i i i i <br />i i i i I <br />I I I 1 I <br />~~ <br />~~ <br />~~ <br />~~ <br />i i <br />i iiii <br />i. i i ~ i i i <br />n ~ i i <br />~~ ~ ~ ~ ~ i~ <br />~~ <br />i i i i i i i <br />i i O <br />~ i ~ i i i <br />1 i I i , i <br />i i i i <br />~ I I <br />0 5 10 15 2( <br />AXIAL fftdfY (:) <br />0 <br />SdYP LE ND. 1 ? <br /> I- 1(0157URE CONZEYT, 13.a 1a.9 1<.B <br /> ei DRY DENSITY. pet 107.2 107.9 107.e <br /> ~ DIAkfETEA.:n 2.404 2.402 2.{04 <br /> e HEIGR'. is a.o2s e.o57 e.D7z <br /> <br /> <br /> YOIrUP.E COY'; E.`IT. 21.1 18.0 17.2 <br /> ~ DRY DENSITY, pcf ll1.0 113.9 Lt7.3 <br /> l" DIANETE.°.. :n 2.70 2..^.~; 2.29 <br /> y REIGH'. In S.9BB 3.840 3.899 <br /> r <br /> 'EST vALUES AT 1(AX131 L'L FRINCI?AL STRESS RAT10 <br /> 9dCS PR P_SSVRE. p-~ 7E.0 ee.o :8.0 <br /> CILL PAISSDRE. p-i 80.0 70.0 80.0 <br /> 70TAL LdTERAL STRESS. of 2.000 4.000 8.000 <br /> TOTAL AXIAL STAE55, k-( 7.830 7.833 14.a4J <br /> DEVIATOR STRESS. k3f LBSO 7.E7a 6.aa7 <br /> ElFECTICE Ld7ER1L S7RE55. k.-f 0.346 1.583 :.118 <br /> C!lECT;VE ASIdL STAESS. k-( 2.788 3.414 9.:61 <br /> POPE PP.ESSURE. k-Y L434 2.419 4.882 <br /> AXidl STRAIN. 10.02 16.84 17.36 <br /> 5Tftd1N P.d7E. '/min. 0.016 0.012 0.004 <br />TYPE OP TEST: CD ~i1h pore p~ea.we <br />3AYPLE LOCAT70 ^I~ T..c Hole 6 0 10-20' <br />. EALPLE DESCRIPTION: Remolded D 73a SPD <br />SOIL DESCRIP710 N: S.edF CLAY (CLI <br />TRIAXIAL COMPRESSION TEST RESULTS <br />.Job i`lame: Pond 010 Job vo. 95-?384 <br />`_xation: Yoast :`,4ine Routt Count:, Colorado ~ Figure a3 <br /> <br />L10UID LIL[7 = 90 .: <br />PLISTICS~Y INDLT = __ <br />PERCENT PASSING N0. 200 SIEVE = 86 <br />N AY[Y U1l SPD DRY OLNS7TY = 112.5 PCF <br />OPTIHUY LO]STlfRI CO NTT_NT = L5.5 <br />