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The slope liner interface shear strengths are assumed to be a friction angle of 7 degrees and no <br /> cohesion. The interface shear strength envelopes for the critical surfaces are included with the <br /> calculations. <br /> 3. The maximum refuse fill height and slope for WMU FU-13 should be reevaluated based on actual <br /> direct shear test results on the base and slope liner interfaces. <br />