Find the critical height of an unsupported vertical cut in cohesive soil of C= 10KN/m^2 and γ=20KN/m^2.

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

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

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

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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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