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28000 <br />26000 — <br />24000 — <br />22000 — <br />20000 — <br />y 18000 — <br />xi <br />— <br />W 16000 — <br />U <br />0' <br />Q 14000 — <br />6 12000 — <br />2 <br />N 10000 — <br />8000 — <br />6000 — <br />4000 — <br />0.0 <br />GOLDER ASSOCIATES, <br />DIRECT SI-EAR TEST <br />TEST SERIES NUMBER 1: INTERNAL STRENGTH OF <br />EAST CRESSON ORE UNDER W.IItD C <br />TEST CONDITIONS <br />•• 50.0 psi <br />.-.-.• (I = 100.0 psi <br />a = 150.0 psi <br />SHEAR RATE: 0.04 in. /rnin. <br />INC. <br />1NG <br />ONDITIONS <br />6 <br />I I <br />2.0 <br />1 <br />2.4 <br />(300 rim by 300 mm), <br />throughout the <br />TESTED: 26 TO 27 JUNE 1998 <br />FIGURE NO. <br />C -1 <br />PROJECT NO. <br />GLI0603 <br />DOCUMENT NO. <br />SG198073 <br />FILE NO. <br />I 1 <br />0.8 1.2 1 <br />DISPLACEMENT (in.) <br />NOTE: The shear box size was 12 in. by 12 in. <br />and the contact area remained constant <br />entire test <br />�■I�r. <br />GEO SYNTEC CONSULTANTS <br />SOIL - GEOSYNTHETIC INTERACTION TESTING LABORATORY <br />DATE <br />