For the infinite slope shown in Figure 15.46, determine the height, H, for critical equilibrium. Given: β = 27°, γ = 19.5 kN/m3, ϕ′ = 18°, and c′ = 35.9 kN/m3.

Q: An infinite slope consists of bed rock inclined at 15° to the horizontal that is covered by 4 m…

A: (a) It is required to determine the factor of safety of the slope. Here, c’ is the cohesion, H is…

Q: An infinitely long slope having a slope angle of 50° and critical height of 6.67 m is made of a soil…

A: Given: Angle of slope, β = 50° Critical height, H = 6.67 m Cohesion of soil, C = 21 kPa Dry unit…

Q: 3. The body on the 30° incline is acted upon by a force P inclined at 20° with the horizontal as…

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Q: 15.10 The inclination of a finite slope is 1 vertical to 2 horizontal. Determine the slope height,…

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Q: SITUATION. Given a 9 m cut slope is shown, with a unit weight of soil is 17kN/m3. Friction angle and…

A: From the given question it is required to find the force that causes sliding of soil mass.

Q: A long slope is made with sand having an internal friction angle of 36°. If the slope is submerged…

A: Given data: Internal friction angle of sand, ϕ = 36° Factor of safety = 2 Saturated unit weight of…

Q: For the finite slope shown in Figure 15.51, assume that the slope failure would occur along a plane…

A: Given data  Angle Effective angle of friction  Effective cohesion  Unit weight

Q: The infinite sand slope shown in the figure is on the verge of sliding failure. The ground water…

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Q: A cut slope was excavated in saturated clays as shown in the figure. The soil has a unit weight of…

A: given data: A cut slope was excavated in saturated clays as shown in the figure. The soil has a…

Q: Given an infinite slope with the following properties: y = 17 kN/m?, H= 5m, B = 30°, Ø = 25°.…

A: unit weight of the soil = γ= 17 KN/m3 H = 5m β = 30o ϕ = 25o To determine : factor of safety against…

Q: 15.16 Refer to Figure 15.52. Using Michalowski's solution given in Figure 15.25 ('> 0). determine…

A: The kinematic approach of limit analysis is applied to the rigid rotational collapse mechanism by…

Q: 3. Calculate the value of frictional slope for a rectangular channel having width 5m and

A: To find : Value of frictional slope.

Q: An unsupported slope of height 15 m is shown in the figure (not to scale), in which the slope face…

A: Cohesion is mobilised along the curve . Weight of solid  mass give overturning moment along the…

Q: Find the factor of safety against sliding assuming there is no water pressure.

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Q: 13 Using the graph shown in Figure 15.13, determine the height of a slope (I vertical to 2…

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Q: An infinite slope of soil, with height 10 m, is inclined at an angle of 35° to the horizontal. The…

A: Given- Height=10 mangle of inclination=35oCohesion C'=22 kN/m2ϕ'=22oIt is needed to find the FOS

Q: 5.9 Two observation wells have been constructed in the formation shown in Figure P5.9. If the…

A: AVG PERMEABILITY:keq=H1+H2+H3H1k1+H2k2+H2k2keq=300+600+40030015+600k2+40010..........(1)

Q: 16.8 Use Janbu's method to determine the factor of safety of the slope shown in Figure P16.8. Assume…

A: . Using Janbu method

Q: factor of safety against sliding, factor of safety against overturning,

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Q: A long slope is made up of a cohesionless (c'=0) soil with the internal friction angle of 34°. If…

A: Given:

Q: 15.8 Refer to Figure 15.51. Using the soil parameters given in Problem 15.7, find th height of the…

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Q: Figure 15.47 shows an infinite slope with H = 9.14 m and the groundwater table coinciding with the…

A: Given:- Depth of the slope (H) = 9.14 m  Specific gravity of the soil (Gs) = 2.7  Void ratio (e) =…

Q: Using double integration method, determine the value of the slope at 4 m from beam. M=400 kN.m 150…

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Q: 8 kN/m 1

A: Calculating the reactions: ∑Fy=0RA+RB=(12)×8×3+8×3=36∑MA=0=(12)×8×3×23+8×3(3+32)-RB×6=06RB=132RB=22…

Q: 2. A slope based on a relationship between water depth and critical depth is called a) Hydraulic…

A: To find : What is known as slope based on relation between water depth and critical depth

Q: 3. For the slope shown in Figure below, determine the factor of safety against sliding along the…

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Q: An unsupported slope of height 15 m is shown in the figure (not to scale), in which the slope face…

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Q: A cement lined rectangular channel 6m wide carries water at the rate of 30m3/s. Find the value of…

A: Given: The width of the rectangular channel is 6 m. The depth of the rectangular channel is 1.5 m.…

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: The infinite sand slope shown in the figure is on theverge of sliding failure. The ground water…

A: given- unit weight of water-γw=9.81 kN/m3depth=5 mangle=20o

Q: 15.21 Determine the minimum factor of safety of a slope with the following parameters H = 14 m, ß =…

A: Height(H)=14 m, Unit weight(γ)=19 kN/m3, The angle of internal frictionϕ'=25°, Cohesion(C)=20 kN/m2,…

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

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Q: A very long slope is inclined at an angle ßto the horizontal, in a clay soil having a unit weight y=…

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Q: 15.1 Refer to the infinite slope shown in Figure 15.47. Given: B = 25°, y= 17.8 KN/m', d' = 28", and…

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Q: Question 02: For the infinite slope with no seepage in the soil mass as shown in figure below,…

A: Choseeion (c) = 20kN/m2 Φ =16 G =2.75 Let e = 0.50 β = 30 γw = 9.81 kN/m3 Dry unit weight of soil γd…

Q: Figure 2 shows a slope with an inclination of : β = 58 ͦ. If AC represents a trial failure plane…

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Q: find the sliding velocity (in m/s).

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Q: 15.24 The following parameters are given for a slope with steady-state seepage: Slope angle: 3H:1V,…

A: A type of elastic collision in which two objects of equal mass initially move in the same direction…

Q: Q1 The rock slope has been mapped and analysed. The data of slope geometry and rock parameters…

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Q: A cut slope was excavated in saturated clays as shown in the figure. The soil has a unit weight of…

A: Given; stability number m = 0.185. undrained shear strength cᵤ = 20 kPa soil has a unit weight =17…

Q: A infinite soil slope with an inclination of 35° is

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Q: In soil slope stability analysis if the maximum driving shear stress is 253kN/m² and maximum…

A: Given: The maximum driving shear stress is 253 kN/m2. The maximum resisting shear stress is 221…

Q: An unsupported slope of height 15 m is shown in the figure (not to scale), in which the slope face…

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Q: An unsupported slope of height 15 m is shown in the figure (not to scale), in which the slope face…

A: Given data- Radius R=25 mAngle θ=60oCohesion C=75 kPaWeight W=2500 kN/mhorizontal distance x=10 m…

Q: The following parameters are given for a slope with steady-state seepage: Slope angle: 3H:1V, ø' =…

A: As u have asked for answering part (a) only solving thatSlope angle : 3H:1V ϕ'=24°c'=27 Knm2γ=17.5…

Q: 15.9 Refer to Figure 15.51. Given that B = 45°, y = 18.5 kN/m', ' = 22°, c' = 34 kN/m, and H - 9.4…

A: The given retaining wall structure is analyzing by taking the 4-factors into the consideration.…

Q: For the figure shown below,determine the components of F perpendicular and parallel to the incline.…

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Q: The factor of safety of an infinite soil slope shown in the figure having the properties c = 0, o =…

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