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\ <br />k <br />r- <br />0 <br />a <br />me 8 J 1000 1 <br />C <br />. <br />Section SE <br />62-foot high section <br />Material: gob <br />grngthType: Undr ined <br />Unit Weight: 1O lef <br />Cohesion Type: Function of Depth <br />Cohesion Crop :O p« <br />ƒ G > <br />\ <br />¢\ � <br />i <br />/ \§ <br />\�\ @' <br />Cohesion Change: 53 ps /fft <br />g <br />1.749 <br />Cutoff. 2000 p/ <br />: <br />Water Surface: None e <br />Material: foundation <br />>\ <br />Strength Type: Mohr- <br />Coulomb <br />| <br />Unit Weight: 12 lb /3 <br />Cohesion: O p/ <br />Friction Angle: 2 degrees <br />\ c <br />: <br />Water Surface: None <br />me 8 J 1000 1 <br />C <br />