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N <br /> Color Density Concentrations <br /> 0.00 2.40 <br /> 2.40 4.80 <br /> 4.80 7.20 <br /> 7.20 9.60 <br /> 9.60 12.00 <br /> 12.00 14.40 <br /> 14.40 16.80 <br /> 16.80 19.20 <br /> 19.20 21.60 <br /> i <br /> 21.60 24.00 <br /> Contour Data Dip Vectors <br /> Maximum Density 23.04% - <br /> Contour Distribution Fisher <br /> Counting Circle Size 1.0% <br /> I <br /> Kinematic Analysis W j y edge Sliding <br /> Slope Dip 85 <br /> Slope Dip Direction 90 <br /> ^ - E W <br /> Friction Angle 35° <br /> 1:Pit Slope N- 1:P Slope N-S critical Taal <br /> Wedge Sliding 42916 167022 25.69% <br /> Plot Mode Dip Vectors <br /> l Vector Count 579(579 Entries) <br /> Hemisphere Lower <br /> Projection Equal Angle <br /> I <br /> Area of Critical Failure <br /> S <br /> P-1--t <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Anah,-sAes`npWn Individual Bench Kinematic Analysis-Wedge Sliding <br /> Drawn By SM] Company GEI Consultants, Inc. <br /> IPs 7.007 Dare 5/22/2017, 12:14:50 PM File Name MQ All Data_2014-2016.d'Ips7 <br />