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E„?b~ ~,~~~ fi// <br />i. <br />NORTHTYEST C4L <br />4.0 <br />2.0 <br />m <br />C <br />Y <br />0 <br />N <br />0 <br />0 Z.0 4.0 <br />bW eteee~ <br />effxtl~e strut ~~ <br />A <br />6.0 B.0 JO.O ~ t2.0 14.0 )0.0 <br />n0R1111 STYL9 Ike/) <br />• lo.o <br />` B.0 <br />O <br />Y <br />6.0 <br />3 4.0 <br />t <br />4 <br />2.0 <br />0 <br />0 <br /> Sd71PLE NO: <br /> f- XO)STURE CONTENT, S <br /> F DAY DENSIZY, pef <br /> DIAHETER. is <br /> e $EIGHT, is <br /> 0 <br /> v <br />e <br />y'"~, F, YOI57URE CONTENT. <br /> ~ DRY DENSCFY, peC <br /> ~ DIAYE7ER. is <br /> <br />r Re1cxT, is <br />2L3 10.0 1T.2 <br />ll1.0 11C.,B ll7.5 <br />2.370 2.:94 2.928 <br />5.908 5.040 5.898 <br />Y <br />TEST VALUES A7 YAX1]AU11 PRINCIPAL STRESS RATIO <br /> <br />5 10 15 20 <br />AX1AL STRAIN (:) <br />i~ I I I I I I <br />1 1 1 1 1 1 <br />1 1 1 1 1 1 1 1 1 1 I <br />1 1 I I I 1' I <br />I I 1 I I 1 1 11 <br />1 1 1 1 1 1 I 1 1 1 <br />I I I f l I <br />1 1 1 1 I i 1 1 <br />1 ! 1 f <br />1 1 1 1 1 I <br />1 1 r i l l 1 1 <br /> I I <br />~ <br />11~ 1 1 I I I I I <br />I I I I 1 I <br />1 1 1 1 1 1 1 I I <br />I 1 1 1 1 <br />~ <br />I I <br />1 1 1 1 11 I 1 I <br />i l l I I I <br />i l l I I I 1 ( <br />~I <br />1 I ! I <br />II 1 II <br />I I I I I I I i t <br />1~ 1! 1 I 1 1 1 1 I 1 <br />adCE PRPSSURC, psl <br />CLLL PRLSSDRE, paa <br />70TdL LATERAL STRESS. 3af <br />TOTAL AXIAL STAESS, kal <br />DEVIATOR STRe55. Yaf <br />EFFECTIVE 167PRAL STRESS, k4! <br />EPPECTIVP AXIAL~STRLSS, ks[ <br />PORE PRESSURE, ke( <br />AXIA1 STRAIN. <br />STRdIN RATE. ~/min. <br />78.0 98.0 70.0 <br />BO.O T0.0 80.0 <br />2.000 4.000 8.000 <br />3.850 7.833 14.+43• <br />LB50 3.836 9.ta3 <br />0.549 L5B1 3.118. <br />Z.39B 5.414 9.561 <br />L454 2.d19 4.BBZ <br />10.02 16.84 13.36 <br />0.019 0.012 0.004 <br />• <br />TYPE 0P TEST= CQ .•it6 pore yre~e ure <br />SdYPLE LOCATION: Teet Hole B ®10-ZO' <br />9AYPLE DESCR1P719N: Rem old e4 ~9 D5: SPD <br />SOIL D8SCR1P7ION: Seady CLAY (CL) <br />1 2 <br />3 <br />u.a la.e la.e <br />LOTS loT.a lo7.e <br />2.404 2.402 2.404 <br />8.025 8.090 9.032 <br />LIOUIO LIY[T = 90 f. <br />PLd571CITY [NUM = 22 ,: <br />PERCENT PASSING N0. 200 SIEVE = 86 <br />NAY[YUY 5PD DRY DZNSITY = LIZS PCF <br />OPT )YUY MOIST URL CONTENT = 15.5 <br />TRIAXIAL COMPRESSION TEST RESULTS <br />.Tob l~iame: Pond 0?0 + Job tYo. 95- <br />_. ... _ .. .. ~ n:..,..... u <br />