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a ;p <br /> i <br /> s i <br /> � y <br /> Description: DSS-VERNALIS SITE <br /> Comments:SLOPE STABILITY- ENC)OF CONSTRUCTION • • <br /> File Name: IIDSS Vernalis,slp • <br /> Last Saved Date: 319100 • • <br /> Last Saved Time: 10:14:02 AM . 1.725 <br /> Analysis Method: Bishop • <br /> Seismic Coefficient:(none) • <br /> 120 • • <br /> a <br /> 115 <br /> 110 • • ! <br /> 105 ., 4, <br /> 100 <br /> 95 <br /> 90 <br /> r r F <br /> $5 - .7M1 } <br /> 80 <br /> � 75p, <br /> Description.Cemented Clay,Sand and Grayel <br /> U 7D UnitYveight:130 ._ <br /> Cohdsi on:900 <br /> C Phi:36 <br /> M 65 2 t' <br /> Ch <br /> i� 60 <br /> W 55 s > <br /> C 50 ' <br /> N 45 3 <br /> 40 <br /> 35 � <br /> 30 <br /> 25 gescnpnon:Cemented Clay,Sand and Gravel <br /> Unit Weight 12C <br /> 20 Cohesion:350 <br /> Phi:25 <br /> 15 <br /> 10 <br /> 5 <br /> 0 <br /> -5 -1_-_U I L.J—J 1 --L.__..1 I I I I I I I L -I- �L_ I _ I_L I 1 <br /> -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95100 110 120 . 130 140 150 160 170 180 190 200 210 220 <br /> Height (ft) <br /> PLATE t =1 <br /> S <br /> } <br />