A vertical sheet pile supports a horizontal backfill having a height of 4.5m. The backfill has a unit weight (γsat) of 19.67 kN/m^3 and an angle of internal friction of 35o. (1) Compute the required depth of penetration, (2) compute the total active force on the sheet pile, (3) compute the maximum bending moment in the cantilever sheet pile.
A vertical sheet pile supports a horizontal backfill having a height of 4.5m. The backfill has a unit weight (γsat) of 19.67 kN/m^3 and an angle of internal friction of 35o. (1) Compute the required depth of penetration, (2) compute the total active force on the sheet pile, (3) compute the maximum bending moment in the cantilever sheet pile.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A vertical sheet pile supports a horizontal backfill having a height of 4.5m. The backfill has a unit weight (γsat) of 19.67 kN/m^3 and an angle of internal friction of 35o. (1) Compute the required depth of penetration, (2) compute the total active force on the sheet pile, (3) compute the maximum bending moment in the cantilever sheet pile.
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