The position of the backfill lying above the horizontal plane at the top of wall is called _________

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For the same value of φ, the backfill is partly submerged to height H2 and the backfill is moist to a depth H1. Find the lateral pressure intensity at the base of wall.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.8k points)

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The water table is at the ground level and backfill has saturated unit weight as 22KN/m^3. The height of wall is 6m and Ka=\(\frac{1}{3}.\) Find the pressure intensity.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.8k points)

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If the backfill carries a uniform surcharge q, then the lateral pressure at the depth of wall H is ____________

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The water table is at the ground level and backfill has saturated unit weight as 22KN/m^3. The height of wall is 6m and Ka=1/3. Find the pressure intensity, if free water stands on other face of wall.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.8k points)

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A backfill of a retaining wall consists of γ=19 kN/m^3 which is 6 m high. Find the total earth pressure per meter length. Given coefficient of earth pressure at rest is 0.5.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.8k points)

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For the different value of φ, the backfill is partly submerged to height H2 and the backfill is moist to a depth H1. Find the lateral pressure intensity at the base of wall for φ1>φ2.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.8k points)

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A backfill of a retaining wall consists of γ=19 kN/m^3 which is 6 m high. Find the lateral earth pressure per meter length. Given coefficient of earth pressure at rest is 0.5.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.8k points)

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What will be the coefficient of earth pressure at rest for a rigid retaining wall, If the backfill consists of cohesion less soil having φ = 26°?

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The tension at the top level of retaining wall reduces to zero at a depth ___________

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Compute the active pressure intensity when the backfill has unit weight of 18 KN/m^3 and height of wall is 6 m. The angle of internal friction is 300. The backfill has surcharge of 36 KN/m^2.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.8k points)

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Compute the active pressure intensity when the backfill has unit weight of 18 KN/m^3 and height of wall is 6 m. The angle of internal friction is 30°.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.8k points)

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Compute the passive pressure intensity when the backfill has unit weight of 18 KN/m^3 and height of wall is 6 m. The angle of internal friction is 300. The backfill has surcharge of 36 KN/m^2.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.8k points)

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Compute the passive pressure intensity when the backfill has unit weight of Ka=\(\frac{1}{3}\) and height of wall is 6 m. The coefficient of active earth pressure Ka=\(\frac{1}{3}.\)

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.8k points)

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