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<br />GHMXSIopeEvaluation <br />Table 3 -Direct Shear Testing -Globe Hill Pipe <br />• <br />• <br />BORING SLANT JOINT RESIDUAL SHEAR si COHESION FRICTION <br />NUMBER DEPTH TYPE vn=50 si on=100 si vn=200 si (psi) (degrees) <br />GHT07-01 175-176' Rubble 56.6 112.7 196.0 14.9 42.5 <br />GHT07-01 265-266' Rubble 50.0 101.1 191.4 4.8 43.1 <br />GHT07-01 364-365' Intact 34.0 99.0 158.0 4.5 38.4 <br />GHT07-01 522-523' Rubble 100.2 175.4 246.4 64.7 43.1 <br />GHT07-01 594-595' Rubble 49.1 102.4 192.7 3.9 43.5 <br />GHT07-02 215-217' Rubble 125.4 170.5 241.1 90.1 37.3 <br />GHT07-02 260-261' Rubble 45.8 94.7 183.5 1.4 42.4 <br />GHT07-02 350-351' Rubble 41.9 77.4 142.9 9.1 33.9 <br />GHT07-02 447-448' Rubble 47.4 83.5 152.1 13.0 34.9 <br />GHT07-02 459-460' Rubble 46.3 93.4 190.5 0.0 43.9 <br />GHT07-02 552-553' Rubble 44.3 81.1 151.3 9.2 35.4 <br />BES T FIT AVERAGE 58.3 108.3 186.0 19.6 39.9 <br />Report 1385E.20071126 <br />