Below a horizontal apron of 16 m length a sheet pile is provided at 12 m distance from the u/s end. The sheet pile is of 4 m depth. The weir on the floor stores water for 3m height. Calculate the uplift pressures at both faces of the sheet pile just below the floor and also at the lower end of the sheet pile.
Below a horizontal apron of 16 m length a sheet pile is provided at 12 m distance from the u/s end. The sheet pile is of 4 m depth. The weir on the floor stores water for 3m height. Calculate the uplift pressures at both faces of the sheet pile just below the floor and also at the lower end of the sheet pile.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Below a horizontal apron of 16 m length a sheet
pile is provided at 12 m distance from the u/s
end. The sheet pile is of 4 m depth. The weir on
the floor stores water for 3m height. Calculate
the uplift pressures at both faces of the sheet pile
just below the floor and also at the lower end of
the sheet pile.
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