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<br />Ir <br />Tan ~ _ ~.G25 <br />2 4 6 <br />~ _ ~2 deg. <br />Cohesion = ~ 4a1 <br />.. <br />~ N <br />Y <br />~•6 <br />y <br />u~ <br />1~- 4 <br />y <br />m <br />m 2 <br />r <br />F <br />y <br />a <br />W <br />2 <br />ti <br />n <br />'O <br />.. <br />C <br />6 <br />5 <br />4 <br />3 <br />2 <br />F <br />.~ Z <br />a ~+ <br />~~ <br />z ~+ <br />OV <br />zQ <br />.~ <br />a <br />y <br />D <br />.~ .3 .4 .5 <br />HORIZONTAL <br />8 <br />NORMAL STRESS a, (ksf) <br />Samplsor S~.ndstone rromee.tnole (61111: ~amolr.) <br />at depth leer. <br />Typs of Test <br />Test No. <br />He19ht Iln.) Ho 0.77 0.77 0.77 <br />Area Iln?) Ao 2. ~7 2.47 2.47 <br />Natural Molstu re ~y <br />Content I><) n <br />Dry Density (psf) Yd <br /> o <br />Conaolldstlon O { <br />Preoure (kd) ~ 1 <br />Normal Strea• Ikafl a 2 ~ )1 <br />Maslmum Shear <br />Streae (oaf) T ~ ~ <br />2.G <br />5.2 <br />Residual Shear <br /> Y <br />r <br />Streae (kaf) <br />Strain Rate Iln./min.) <br />DIRECT SHEAR TEST RESULTS <br />FOX Consulting Engineers and Geologists <br />Job No- ~-?;GO-33111 <br />Date: r./27/~.2 <br />Figure 1 <br />