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Figure 5: Section E -E Analysis with a 1 H:1 V slope <br />File Name: EE44r 1 -1 a.gsz <br />Method: Spencer <br />Name: Overburden Unit Weight: 114 pcf Cohesion: 50 psf Phi: 28 ° <br />Name: Sand Unit Weight: 130 pcf Cohesion: 0 psf Phi: 31 ° <br />Name: Weathered shale Unit Weight: 142 pcf Cohesion: 0 psf Phi: 14 ° <br />Name: Clayey shale Unit Weight: 142 pcf Cohesion: 100 psf Phi: 28 ° <br />-30 <br />0 -35 <br />-40 <br />-45 <br />-50 <br />-55 <br />-60 <br />-65 <br />-70 <br />J <br />2 <br />i <br />a <br />• <br />1.010 <br />-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 -5 0 5 101520253035404550556065707580859095 <br />tance <br />1 <br />105 115 125 <br />• <br />