A 5-m deep slope is going to be excavated in a deep clayey soil deposit. The...
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A 5-m deep slope is going to be excavated in a deep clayey soil deposit. The geometry of the slope is shown in below. (a) Find the net area and the centroid of this area (sliding circle). (b) Determine the factor of safety for the slope stability in undrained condition. Height of the slope (m) Angle of the slope (deg) Radius of the trial circle (m) Angle of circle centre from point A (deg) Position of origin or point A (m) Position of the toe of slope (m) Total unit weight of soil (kN/m3) Undrained cohesion of soil (kPa) Uniform surcharge on top of slope (kPa) 5 50 8 65 0 2.4 18.8 40 50 Height (m) 7 6 5 4 2 1 0 -2 Trial Circle for Slope Stability in Undrained Condition A 0 B 2 O 4 C 6 Distance (m) 8 q 10 D 12 A 5-m deep slope is going to be excavated in a deep clayey soil deposit. The geometry of the slope is shown in below. (a) Find the net area and the centroid of this area (sliding circle). (b) Determine the factor of safety for the slope stability in undrained condition. Height of the slope (m) Angle of the slope (deg) Radius of the trial circle (m) Angle of circle centre from point A (deg) Position of origin or point A (m) Position of the toe of slope (m) Total unit weight of soil (kN/m3) Undrained cohesion of soil (kPa) Uniform surcharge on top of slope (kPa) 5 50 8 65 0 2.4 18.8 40 50 Height (m) 7 6 5 4 2 1 0 -2 Trial Circle for Slope Stability in Undrained Condition A 0 B 2 O 4 C 6 Distance (m) 8 q 10 D 12
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Related Book For
Business Statistics For Contemporary Decision Making
ISBN: 978-1118749647
8th edition
Authors: Black Ken
Posted Date:
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