A 6 m tall cantilever wall retains a soil that has the following properties: c' = 0, Ø = 30o, and ϒ= 19.2 kN/m3.The ground surface behind the wall is inclined at a slope of 3 horizontal to 1 vertical, Determine the active forces acting on the back of this wall using coulomb’s theory.

Q: Where, X=36 A retaining wall (frictionless) is shown in a) Plot the variation of active and…

A: surcharge q = 1.5 x 36 = 18 kPa bulk density of sand γbulk= 17 kN/m3  total height of wall = 36 m…

Q: Determine the active Rankine earth pressure (magnitude and location) against the 1-foot thick…

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Q: Sand Unit weight = y (or density = p) c' =0 8' (angle of wall friction) = 0

A: It is asked to answer 13.9 so not solving all.

Q: A retaining wall 7 m high supports a cohesionless soil having a dry density of 1600 kg/m3, the angle…

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Q: A 9.5 m high wall retains a loose soil whose surface slopes downward. Above 15° from the horizontal…

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Q: Refer to Figure 12.13a. Given H = 4 m, α = 0, β = 85º, γ = 17 kN/m3, c' = 0, Φ' = 36º, ẟ'/Φ' = 0.5,…

A: The coefficient of active earth pressure will be: Ka=Sin2β+ϕ'Sin2β…

Q: A frictionless wall shown in Figure Q4 is retaining a saturated soil during a foundation excavation.…

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Q: 1. Avertical-backed retaining wall is 8 m high and supports a cohesionless soil of volumetric weight…

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Q: Calculate the active and passive earth pressures AND. determine the distance at which the net active…

A: Given: Dry density Saturated density Cohesion  Angle of friction To find: Active earth pressure

Q: 12.13 through 12.15 A retaining wall is shown in Figure 12.44. For each problem, determine the…

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Q: Figure below shows a retaining wall that is restrained f force per unit length for the following…

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Q: 13.17 Figure 13.10 shows a frictionless wall with a sloping granular backfill. Given: H = 4 m, a =…

A: Solution; Given that; H=4m α=10°ϕ=33°γ=19KN/m3

Q: Question 3: A 4.5 m high wall with groundwater 1.5 m below from the top behind the wall has sandy…

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Q: Rankine Theory: An 14-ft-high cantilever retaining wall is backfilled with a soil that has a y=103…

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Q: A vertical wall of 6 m height with a smooth back has silt as backfill, has following properties:…

A: to find the passive earth pressure acting on the wall from

Q: Refer to the Coulumb Active Earth Pressure. Given alpha = 10 degree; Beta=85 degrees;H - 4m;unit…

A: Data given α = 100 β = 850 H = 4m Unit weight of soil, γ = 15 kN/m3 Soil friction angle,φ = 300…

Q: A retaining wall with vertical backfill of height 10m supports a cohesion less soil of unit weight…

A: First calculate coefficient of active earth pressure. Then using this value the earth pressure at…

Q: Determine the active Rankine earth pressure (magnitude and location) against the 1-foot thick…

A: 1 foot thick retaining wallc=03 find:-We have to determine the active Rankine earth…

Q: (b) For the following prismatic beam of Mp = 86 kNm (i) Draw possible collapse mechanism, (i)…

A: Given:- MP = 86 KN

Q: An inclined wall has to retain a backfill of soil of unit weight 16 kN/m³ and angle of internal…

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