Compute the force that causes sliding. Compute the resistance sliding force. Compute the factor of safety against sliding.

Q: A slope is 5 m high and has an angle of 45°. The soil parameters of the soil are: c'= 18 kN/m²,…

A: Solution: Given Data: H=5mβ=45°c'=18 kN/m2φ'=15°γ=17.1 kN/m3 cγHtanφ'=1817.1×5×tan15°=0.785Stability…

Q: R= 10.2 m 95 8 m 40 HE TI tW = 1050 KN 4 m Fig.4

A: The answer is found to be, Factor of safety of the given slope FOS=2.38 For explanation please see…

Q: (Use The Figure (10.20) to find the solution of this question) Two embankments loads on silty clay…

A: Given, γleft = 11 kN/m3 γright = 13 kN/m3

Q: What is the depth factor in Taylor's stability analysis if the depth of hard stratum below toe is 5m…

A: given- D=5 mH=10 mdepth factor is required

Q: 5. A large (200-ft-square) structure is to be built on a downtown site where subsurface condi- tions…

A: (6) Consider the diagram of structure;

Q: 3. For the planar wedge shown below: 22 m Slip surface 39° 28° Calculate the factor of safety…

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Q: Calculate angles BA and e shown in Figure 3. () Calculate distance XY shown in Figure 3 over which…

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Q: 3. A cut slope is to made in a soil having a unit weight of 16.5 kN/m3, a cohesion of 28.8 kPa and…

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Q: In a particular stability analysis the wedge failure mechanism shown in the figure below has been…

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Q: The soil profile above the rock surface for a 25° infinite slope is shown in the figure, where s is…

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Q: A triangular fill with dimensions as shown below is piled on the slope. The shear strength…

A: c= 12kpa φ = 25° unit weight of the fill = 18.5 kN/m3  to find factor of safety against sliding.

Q: A long slope is formed in a soil with shear strength parameter C' = 0, ' = 34°. Firm strate lies…

A: Given- Factor of safety FOS=1.5, Cohesion C=0,

Q: A 10 m high slope of dry clay soil (unit weight = 20 kN/m3), with a slope angle of 45° and the…

A: Given data- 10 m high slope of dry clay soil- Unit weight = 20 kN/m3, Slope angle = 45o, Cohesion-…

Q: A 10 m high slope of dry clay soil (unit weight %3D

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Q: Homogeneous Clay Soil type Clay Slice #3 Y (kN/m³) Moist: 18 Saturated: 19 9 10 11 12 13 14 19 20 21…

A: Given: Dimensions and unit weight of the slice of a clay soil is given. To find: Resisting force is…

Q: Question 06 Under the following conditions, Analyze the factor of safety of a slope of infinite…

A: For e = 0.65 and Gs = 2.70   The factor of safety for the given soil is:

Q: The factor of safety against wedge failure along interface for the soil mass along with properties…

A: For given soil profile to find the  factor of safety against wedge failure

Q: An excavation is to be made in purely cohesive soil deposit having c = 20 kN/m² and unit weight = 16…

A: Given: Cohesive soil deposit having, c=20 kNm2. Unit weight, γ=16 kNm3. For pure clay soil, angle of…

Q: Question 20 (1) - Failure mechanisms Which of these statement(s) is/are correct? 1. A slope…

A: Consider the 3 statements given.

Q: Q1. For the slope shown in the figure, determine P 7.25 m (kN/m) so that the factor of P(kN/m)…

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Q: 3. For the planar wedge shown below: 22 m Slip surface 39° 28° Calculate the factor of safety…

A: Given values, H =22 m slope of inclination, i= 39° inclination of failure plane, θ= 28° cohesion, c=…

Q: You are required to analyse a slope stability problem using the Swedish method for failure along the…

A: γ = 10 kN/m3 W1 = 53.5, W2 = 141.3, W3 = 199.6, W4= 224.8, W5= 206.3, W6 = 108.2. c = (40 + 2x) kPa…

Q: 8 A long slope is formed in a soil with shear strength parameter C' = 0, o' = 34°. Firm strate lies…

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Q: 3. For the planar wedge shown below: 22 m Slip surface 39° 28° Calculate the factor of safety…

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Q: The factor of safety against wedge failure along interface for the soil mass along with properties…

A: For given soil profile to find the  factor of safety against wedge failure

Q: For the given failure surface, identify the different flownet lines (what they indicate), and…

A: Question is based on stability of slope . In the question unit weight of soil, cohesion and angle of…

Q: highway embankment is to be constructed of height 10m over a soft clay deposit of 10m thick…

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