Laserfiche WebLink
DIRECT SHEAR <br />rou <br />100 <br />G <br />N <br />a <br />Lu <br />N <br />r <br />N <br />so <br />JOB NO. <br />ASTM D 5607 <br />CLIENT <br />Brierley Associates <br />BORING NO. <br />Altered Shale #1 <br />DEPTH <br />L10035- Asphalt <br />SAMPLE ID <br />Natural open fracture <br />ROCK TYPE <br />533.9 <br />Diameter (in) <br />1.994 <br />Length (in) <br />4.909 <br />NORMALSTRESS <br />psi <br />25.0 <br />50.0 <br />100.0 <br />rou <br />100 <br />G <br />N <br />a <br />Lu <br />N <br />r <br />N <br />so <br />JOB NO. <br />2439 -19 <br />DATE SAMPLED <br />DATE TESTED <br />8107/13 HN <br />PROJECT <br />L10035- Asphalt <br />JOINT TYPE <br />Natural open fracture <br />Mass (g) <br />533.9 <br />Wet Density (pcf) <br />132.7 <br />PEAK SHEAR STRESS <br />psi <br />23.00 <br />39.00 <br />75.00 <br />Normal Stress vs. Peak Shear Stress <br />Altered Shale #1,Natural open fracture <br />0' <br />0 so 100 150 <br />Normal Stress (PS <br />i o Shear Data Best Fit Line • c= 5.0 ksf Phi = 34.9 degrees <br />Notes and Comments: Small piece of shear area was broken. <br />a�aa rawww reaT�Q <br />Data entered by: HN Date: 08/07/2013 <br />Data checked by: t U Date: 0e/a8 12013 <br />File Name: BYDSSH1 <br />