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Lae ~~ Lae No. L.356.11 <br />STEEPEN ROBERTSON ~ KII:STEK CLIENT Battle Mtn. Gold PRwErr.~n Luis <br />FEATURE TdlllflC]S PROJECTNO_ 1~ <br />Consulting. Engineers SAMPLE No. 2.0 DATETESTEO 9/22/88 <br />DIRECT SHEAR TEST REPORT <br />TEST NO. <br />1 <br />2 <br />3 <br />4 <br />MOISTURE CONTENT, wp % 12.4 11.1 10.3 10.0 <br />VOID RATIO, ep - 0.8997 0.8750 0.8653 0.8605 <br />saTURarwN, sp % 37.8 34.7 32.6 31.9 <br />DRY o`NSITY, Yd PCF 90.0 91.1 91.7 92.0 <br />vOla RATIO ® <br />AFTER CONSOLgAT10P1 0 - 0.8417 0.7448 0.6684 _0.8036 <br />MOISTURE C'T, ~~ yg . 25.2 22.1 23.0 20.8 <br />VOIO RATIO, e} - 0.7388 0.6711 0.5959 0.6925 <br />SATURATION, s{ % 93.4 89.3 100 100 <br />IeORit!AL STRESS, Q tPp 68 177 341 518. <br />Max. sl~-R srRESS, t kPp 61 154 267 431 <br />IJvTIL'ATE SHEAR STRESS, T kPp 61 154 267 431 <br />RATE OF STRAIN, rcl/nin,' - 0.048 0.048 0.048 0. <br />GRAIN SIZE ANALYSIS <br />ua sTUeoAlao sevc saEt <br />sK" sn' ~ a <br />1 1 <br />NYOPaMETER ANt(Yta _. <br />HORQONTAL OEFORMATKIPI, Cim <br />600 <br />5F'_~ <br />Cp <br />Y <br />z <br />C <br />~~ <br />a <br />0 <br />E <br />E <br />a <br />C <br />W <br />O <br />QJ <br />V <br />W <br />SHEAR STRENGTH PARAMETERS <br />0' 38.9720 <br />Tao 0' 0.8090 <br />c 4.9729 k Pp <br />O CONTROLLED STRESS <br />O CONTROLLED STRAIN <br />NORMAL STRESS, O', kP„ <br />' <br />I <br />,~ 1 <br />t <br />I <br />I <br />I <br />-- I <br />3 <br />GRAIN SIZE IN Mq.LIMETER3 <br />SWD SILT OR CUY <br />FINC MEOIUY /WE <br />SRK FORM LR-II <br />NORIZONTAL OEFORMATION,mm <br />FIGURE NO. I <br />IINm~Nlll!IIIpIIINNNNIUuIG~II <br />0 0 0 1 2 2 2 fi <br />