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psf and a friction angle of 5 degrees and an apparent cohesion of 375 psf for normal load ranges from 0 <br /> to 6,500 psf and from 6,500 to 17,000 psf,respectively. <br /> 3. The maximum refuse fill height and slope for WMU FU-03 should be reevaluated based on actual <br /> direct shear test results on the base and slope liner interfaces. <br />