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28000 <br />26000 — <br />24000 — <br />22000 — <br />20000 — <br />N 18000 — <br />LU 16000 — <br />U <br />lr <br />0 14000 — <br />12000 — <br />N 10000 — <br />8000 — <br />6000 — <br />4000 — <br />2000 — <br />0 <br />0.0 <br />GOLDER ASSOCIATES, INC. <br />DIRECT SHEAR TESTING <br />1LSI SERIES NUMBER 1: INTERNAL SftENGTH OF <br />EAST CRESSON ORE UNDER WETTED CONDITIONS <br />TEST CONDITIONS <br />... - .._Q� = 50.0 psi <br />a„ = 100.0 psi <br />a„ = 150.0 psi <br />SHEAR RATE: 0.04 in./min. <br />1 1 1 1 1 1 I <br />0.4 - 0.8 1.2 1.6 <br />DISPLACEMENT (in.) <br />NOTE: The shear box size was 12 in. by 12 in. (300 mm by 300 mm), <br />and the contact area remained constant throughout the <br />entire test. <br />• • GEOSYNTEC CONSULTANTS <br />SOIL- GEOSYNTHETIC INTERACTION TESTING LABORATORY <br />I I 1 <br />2.0 <br />DATE TESTED: 26 TO 27 JUNE 1998 <br />FIGURE NO. <br />PROJECT NO. <br />DOCUMENT NO. <br />FILE NO. <br />2.4 <br />C -1 <br />GL 10603 <br />SG198073 <br />