as (20 PTS)- The following shear strength parameters were determined for the clay in the slope shown below: c' =8 kPa, -

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As 20 Pts The Following Shear Strength Parameters Were Determined For The Clay In The Slope Shown Below C 8 Kpa 1 (54.27 KiB) Viewed 24 times

as (20 PTS)- The following shear strength parameters were determined for the clay in the slope shown below: c' =8 kPa, -25°. The soil is saturated and the total unit weight is 19.81 kN/m³. You can assume that the soil beneath the slope (foundation) is the same as the soil within the slope (Y =9.81 kN/m³). 3 15 m 1 Compute the long-term ("drained") stability of the slope for the following surface and groundwater (seepage) conditions: a) No water-zero pore water pressures. b) The slope is submerged, but there is no flow. c) The groundwater table (piezometric line) coincides with the ground and slope surface; there is no water outside the slope.