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Test <br />Normal <br />Peak Slrengll (21 <br />Large Displacement Shear <br />Reference <br />Series <br />Stress <br />Strength"' <br />Appendix <br />Number <br />Soil Specimens Tested ") <br />(psi) <br />Friction <br />Cohesion <br />Rl <br />Friction <br />Cohesion <br />R' <br />Figure Numhers <br />Angle <br />(psi) <br />Angle <br />(psi) <br />1 <br />Internal Strength Of East Cresson Ore Under Wetted Conditions <br />50 to 150 <br />39" <br />160 <br />1.000 <br />39" <br />160 <br />1.000 <br />C- I mud C -2 <br />GL10603 /SG198073 <br />TABLE 1 <br />DIRECT SHEAR TEST RESULTS <br />MEASURED TOTAL STRESS SHEAR STRENGTH PARAMETERS <br />GOLDER ASSOCIATES, INC. <br />GOLDER PROJECT NO. 983 - 2348.121 <br />C11993 GeoSyniec Consultants <br />(3) The large displacement shear strength (t was calculated using the shear force measured at the end of each test. <br />Notes: (I) See Appendix B for detailed test conditions and procedures. <br />(2) The reported total- stress shear strength parameters for the test series were determined from a hest -fit line drawn through the test data. Caution should he exercised in using these shear <br />strength parameters for applications involving normal stresses outside the range of stresses covered by the test series. The value of R the coefficient of correlation, provides an indication <br />of how well the best -lit shear strength parameters match the test dam. <br />