Determine the stress increase at
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- Q#3. An earth embankment diagram is shown in Figure.1. Determine the vertical stress increase at A due to embankment load.A 3 m high embankment is to be constructed as shown in the figure. If the unit weight of soil used in the embankment is 19 kN/m², calculate the vertical stress due to the embankment loading at points P1, P2, and P3. 10.5 7.5 6 4.5 CE 4.5 3.0 | y= 19 kN/m B 3.0 -3.0 -3.0 P3 Note: All dimensions are in metres P,An earth embankment is shown in the figure. Determine the stress increase at 2. point A due to the embankment load. 7 m 15 m Unit Weight 19 kN/m' %3D 8m 10 points 2. Increase in stress
- A 3 m high embankment is to be constructed as shown in the figure. If the unit weight of soil used in the embankment is 19 kN/m, calculate the vertical stress due to the embankment loading at points P1, P2, and P3. 10.5 7.5 6 4.5 CE +4.5 3.0 |y= 19 kN/m B 3.0 -3.0 1 P3 -3.0- Note: All dimensions are in metresAn earth embankment is shown in the figure. Determine the stress increase at point B due to the embankment load. Use 2 methods. 7 m 15 m Unit weight y = 19 kN/m3 8 m BDetermine the flexural stresses using transformed-area method. 2 #25 70 mm 560 mm M = 300 kN• m n = 9 700 mm 4 #32 70 mm 400 mm
- A 3 m high embankment is to be constructed as shown in the figure. If the unit weight of soil used in the embankment is 19 kN/m³, calculate the vertical stress due to the embankment loading at points P1, P2, and P3. 10.5 7.5 6 4.5 K CE 4.5 3.0 |y= 19 kN/m B 3.0 3.0 i-3.0 P3 Note: All dimensions are in metres P,A soil element is shown in Figure. Determine the following using Eqs.: a. Maximum and minimum principal stresses b. Normal and shear stresses on plane AB 26 kN/m2 8 kN/m2 17 &N/m2 8 kN/m2 450Q#3. An earth embankment diagram is shown in Figure.1. Determine the vertical stress increase at A due to embankment load. unit weight of embankment = 18KN/m³. 5m Unit weight y= 18 kNm
- Q4: For the soil element shown, compute the stresses acting on the plane inclined by 40° with the horizontal plane then draw Mohr circle and place the stresses with respect to O.P. 20kPa 35kPa 100kPa 300 40°Ex: The figure below is a proposed weir floor with three vertical piles. calculate the uplift pressure distribution under the floor of the weir at key point by khosla's creep flow theory? 106.00 102.25 1:5 100.50 100.00 98.50 99.25 [97.25L b = 15.75 b = 34.75 D, [93.00 93.00 b, = 15 b, = 34 91.00 b = 50.5Problem No. 1 An earth embankment diagram is shown in Figure. Determine the stress increase at point A due to the embankment load. 6 m Unit weight N 3 m 3 m