Details of a reinforced concrete cantilever retaining wall are shown in Fig. 2, the unit weight of concrete being 27 kN/m³. Due to inadequate drainage, the water table has risen to the level indicated. Above the water table the unit weight of the retained soil is 19 kN/m3, and below the water table the saturated unit weight is 22 kN/m³. Characteristic values of the shear strength parameters are ‘0 and Ø 32°. Compute Magnitude and point of application of lateral earth pressure acting on the wall

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Details of a reinforced concrete cantilever retaining wall are shown in Fig. 2, the unit weight of concrete being 27 kN/m³. Due to inadequate drainage, the water table has risen to the level indicated. Above the water table the unit weight of the retained soil is 19 kN/m3, and below the water table the saturated unit weight is 22 kN/m³. Characteristic values of the shear strength parameters are ‘0 and Ø 32°. Compute Magnitude and point of application of lateral earth pressure acting on the wall

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Engineering Ghulam Mustafa 9 months 2024-12-15T16:29:22+05:00 2024-12-15T16:29:22+05:00 1 Answer 5 views Beginner

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