+ Load = Q XL 7-145 kN/m Groundwater t 7-17.8 kN/m² G₁ = 27, LL-38
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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B = L = 1.5m and Q = 100kN
Calculate the primary consolidation settlement of the foundation
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why didn't you calculate the stress at top and bottom using the 2:1 method? arent you supposed to use that
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