Berks, Cruze, Mentor, Be, Cw, Me, Rossmoyne, Thrifton, Avonburg, A-4, Rp, Th, Av, 33 7 17 17.0 13.3 Yellow Celina, Gilpin, Glenford, A-6, A-7-6 Cg, Gg, Gn, Miamian, Shelocta Mh, Sh Ca, Ge, Nn, Cana, Gessie, Nineveh, A-4, A-6, 30 9 19 16.3 12.6 Brown Rd, Ro, Sw, Rodman, Rossburg, Stonelick, A-7-6, Cp, Ka Clifty, Kendallville Pc, Kp, Cv, Patton, Kokomo, Crosby, A-4, A-6, 43 16 20 15.8 13.9 Grey Wk Westland A-7-5, A-7-6 29 9 15 17.3 13.7 Red Eldean A-4 Ee Fig. 1. Grain size distribution curve for Hopewell soils based on soil color. 3. Variability in strength parameters from various correlations Effective Unconfined Undrained Undrained Undrained Max Dry Moist Friction Compressive shear shear shear Opt Unit Unit L I Angle Strength Strength Strength strength Color Moisture CBR Weight Weight (%) (degrees) (kPa) (kPa) (kPa) (kPa) (%) (kN/m^3) (kN/m^3) Holko Yilmaz Das Sukumaran Holko (2008) (2008) (2000) (1999) (2000) Yellow 17 17.0 14.2 1.4 8 39.3 466.6 31.1 62.1 87 Brown 19 16.3 13.6 0.4 5 32.6 792.1 56.6 110.5 54 Grey 20 15.8 14.7 0.5 4 31.6 868.0 56.0 140.4 48 Red 15 17.3 14.7 0.6 9 34.9 363.7 51.4 49.8 100
Yellow Be, Cw, Me, Rp, Th, Av, Cg, Gg, Gn, Mh, Sh Berks, Cruze, Mentor, Rossmoyne, Thrifton, Avonburg, Celina, Gilpin, Glenford, Miamian, Shelocta A-4, A-6, A-7-6 33 7 17 17.0 13.3 Brown Ca, Ge, Nn, Rd, Ro, Sw, Cp, Ka Cana, Gessie, Nineveh, Rodman, Rossburg, Stonelick, Clifty, Kendallville A-4, A-6, A-7-6, 30 9 19 16.3 12.6 Grey Pc, Kp, Cv, Wk Patton, Kokomo, Crosby, Westland A-4, A-6, A-7-5, A-7-6 43 16 20 15.8 13.9 Red Ee Eldean A-4 29 9 15 17.3 13.7 Fig. 1. Grain size distribution curve for Hopewell soils based on soil color. 3. Variability in strength parameters from various correlations Color Opt Moisture (%) Max Dry Unit Weight (kN/m^3) Moist Unit Weight (kN/m^3) L I (%) CBR Effective Friction Angle (degrees) Unconfined Compressive Strength (kPa) Undrained shear Strength (kPa) Undrained shear Strength (kPa) Undrained shear strength (kPa) Holko (2008) Holko (2008) Yilmaz (2000) Das (1999) Sukumaran (2000) Yellow 17 17.0 14.2 1.4 8 39.3 466.6 31.1 62.1 87 Brown 19 16.3 13.6 0.4 5 32.6 792.1 56.6 110.5 54 Grey 20 15.8 14.7 0.5 4 31.6 868.0 56.0 140.4 48 Red 15 17.3 14.7 0.6 9 34.9 363.7 51.4 49.8 100
Slope%20stability%20analysis%20of%20ancient%20earthworks%20(upload).docx