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Figure 3: Section D -D Analysis <br />File Name: DD00(2)r.gsz <br />Method: Spencer <br />10 24 ft <br />5 <br />0 <br />-5 <br />-10 <br />-15 <br />-20 <br />-25 <br />a) -30 <br />-35 <br />-40 <br />-45 <br />-50 <br />-55 <br />-60 <br />-65 <br />-70 <br />-120 -110 -100 -90 <br />• <br />a) <br />c <br />J <br />a) <br />n. <br />0 <br />a. <br />........................ _..._....+...... <br />..................... <br />...... ....... ......+ <br />. +.. + .- -.... .. + H*.. <br />•••• <br />....+ +. <br />• • . ••••••••• . • • . -.. -. <br />•.•• • <br />+ +••• ....... ••••••• • ....... • <br />. +.... 4. ••••••• + .... +. ..... ++ <br />+...... <br />...+ <br />.....•........... <br />• • • • • ...... ••••••••• <br />4444 -.. <br />.- . +- ........-*+.H....+...+ N... +- .. .r.+ + - <br />Dice <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 />-80 -70 -60 -50 -40 -30 -20 -10 -5 0 5 101520253035404550556065707580859095 105 115 125 <br />• <br />