height of 4 m. and retains a horizontal surcharge of 10 kPa. Unit weight of the backfill is 15 kN/m3 with a cohesion of 8 kN/m2 and an angle of friction of 26°. • Compute the max depth of the tensile crack. • Compute the active force after the tensile crack occurs. • Compute the passive
height of 4 m. and retains a horizontal surcharge of 10 kPa. Unit weight of the backfill is 15 kN/m3 with a cohesion of 8 kN/m2 and an angle of friction of 26°. • Compute the max depth of the tensile crack. • Compute the active force after the tensile crack occurs. • Compute the passive
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A frictionless vertical retaining wall has a height of 4 m. and retains a horizontal surcharge of 10 kPa. Unit weight of the backfill is 15 kN/m3 with a cohesion of 8 kN/m2 and an angle of friction of 26°.
• Compute the max depth of the tensile crack.
• Compute the active force after the tensile crack occurs.
• Compute the passive resistance per unit width of the wall.
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