For a shallow foundation measuring (1.7 m x 2.2 m) as shown below:, Estimate the elastic settlement proposed by Mayerhof. Then, Estimate the elastic settlement proposed by Bowles, if the water table rises 1.5 m. Then, Estimate the primary consolidation settlement; when the bottom sandy layer is replacing with a 5 m thickness of a clay layer. Noting that, the propertiès of the clay are the same for the bottom sandy soil. Use yw=10 kN/m3 qnet= 1.2 MN/m? G.S 1.5 m Sand Ya=16 kN/m³ Ysat= 17 kN/m3 2.5 m NGo=52 V W.T. Silty Sand Ya=18 kN/m? Ysat = 18.5 kN/m? N60=52 3.5 m Sand Ya=19 kN/m3 Ysat = 22 kN/m³ e, = 0.4, Ae=0.04 , o'= 194 kN/m? 5 m Cc= 0.3, Cs= 0.2, Ca= 0.05 N60=60
For a shallow foundation measuring (1.7 m x 2.2 m) as shown below:, Estimate the elastic settlement proposed by Mayerhof. Then, Estimate the elastic settlement proposed by Bowles, if the water table rises 1.5 m. Then, Estimate the primary consolidation settlement; when the bottom sandy layer is replacing with a 5 m thickness of a clay layer. Noting that, the propertiès of the clay are the same for the bottom sandy soil. Use yw=10 kN/m3 qnet= 1.2 MN/m? G.S 1.5 m Sand Ya=16 kN/m³ Ysat= 17 kN/m3 2.5 m NGo=52 V W.T. Silty Sand Ya=18 kN/m? Ysat = 18.5 kN/m? N60=52 3.5 m Sand Ya=19 kN/m3 Ysat = 22 kN/m³ e, = 0.4, Ae=0.04 , o'= 194 kN/m? 5 m Cc= 0.3, Cs= 0.2, Ca= 0.05 N60=60
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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