Geotechnical Soil and Rock Design Parameters Sample Clauses

Geotechnical Soil and Rock Design Parameters. The following geotechnical design parameters are provided for preliminary design purposes including retaining wall design. Earth pressures coefficients herein assume the ground surface is level and should therefore be adjusted for sloping ground. Effective Angle of Internal Friction, φ 26 degrees 32 degrees 36 degrees Total Unit Weight, γ 18 kN/m3 20 kN/m3 21 kN/m3 Submerged Unit Weight, γ’ 8 kN/m3 10 kN/m3 11 kN/m3 Ka 0.39 0.31 0.26 Kp 2.56 3.25 3.85 K0 0.56 0.47 0.41
Sample 1
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