the safe slope angle (in degree,
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- A long slope is formed in a soil with shear strength parameters: c’ = 0 and ϕ’ = 34⁰. A firm stratum lies below the slope and it is assumed that the water table may occasionally rise to the surface, with seepage taking place parallel to the slope. Use ϒsat = 18 kN/m3 and ϒw = 10 kN/m3. The maximum slope angle (in degrees) to ensure a factor of safety of 1.5, assuming a potential failure surface parallel to the slope, would be most nearly equal to?If the loss for a given set of conditions is 5Mg/ha for a 60-m length of slope, what soil loss could be expected for a 240-m slope length if the slope is 5 percent? Show complete solution.A long natural slope in an over-consolidated clay (c'=10kPa, φ'=25deg, γsat=20kN/m3) is inclined at 10 degrees to the horizontal. The water table is at the surface and the seepage is parallel to the slope. If a plane slip had developed at a depth of 5m below the surface, determine the factor of safety. Use γwater=10kN/m3.
- A 9m cut slope is shown in the figure. The unit weight of soil is 17kN/m3. Friction angle and cohesion along the rock surface are 20 degrees and 24kPa respectively. The slope makes an angle of 300 from horizontal and the failure plane is at 150. Determine the developed frictional force on the failure plane.An infinite slope has shear strength parameters at the interface: c = 30 kPa, φ = 30°, ⍴ = 17 kN/m3 (Assume 1 m strip perpendicular to the paper and 1 m strip along the inclination of the infinite slope). If HCR = 8 m, find the minimum angle β so that the slope is stable.A cut slope was excavated in a saturated clay. The slope made an angle of 39.55 degree with the horizontal. Slope failure occurred when the cut reached a depth of 6 m. Previous soil explorations showed that a rock layer was located at a depth of 10 m below the ground surface. Assuming an undrained condition and γsat = 18 kN/m3, Analyze the following. a. undrained cohesion of the clay.b. nature of the critical circle?c. With reference to the toe of the slope, at what distance did the surface of sliding intersect the bottom of the excavation?
- Given in figure is soil profile where the groundwater table is 4m below theground surface, Determine how high (m) should the water table rise so that the effectivestress at C is 105kpa.A long slope is made up of a cohesionless soil with the internal friction angle of 34°. If the water table rises to the surface of the slope, then determine the maximum possible value of the slope angle to get a factor of safety of 1.5. Take saturated unit weight as 18 kN/m3 and the unit weight of water as 10 kN/m3.A permeable soil layer is underlain by an impervious soil layer. The coefficient of permeability of the permeable layer is k = 0.005 cm/sec. The height of point A to the reference is 192.976m while point B is 88.88m. The horizontal distance of point B to A is 108m. Determine the hydraulic gradient if the thickness of the Permeable layer of soil is 8m.