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9.6 A mat foundation is shown in Figure P9.6. The design considerations are L = 12 m, B = 10 m, Dy = 2.2 m, Q = 30 MN, x₁ = 2 m, x₂ = 2 m, x3 = 5.2 m, and preco solidation pressure o 105 kN/m². Calculate the conso dation settlement under the center of the mat. Size of mat =Bx L Sand

9.6 A mat foundation is shown in Figure P9.6. The design considerations are L = 12 m, B = 10 m, Dy = 2.2 m, Q = 30 MN, x₁ = 2 m, x₂ = 2 m, x3 = 5.2 m, and preco solidation pressure o 105 kN/m². Calculate the conso dation settlement under the center of the mat. Size of mat =Bx L Sand

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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9.6 A mat foundation is shown in Figure P9.6. The design considerations are L= 12 m, B = 10 m, Dy= 2.2 m, Q = 30 MN, x₁ = 2 m, x₂ = 2 m, x3 = 5.2 m, and precon solidation pressure o≈ 105 kN/m². Calculate the conso dation settlement under the center of the mat. D₁ X3 Figure P9.6 Size of mat = B x L Vo Clay Ysat = 17.5 kN/m³ €= 0.88 C=0.38 C₁=0.1 Sand y = 16.0 kN/m³ Water table Sand Ysat = 18.0 kN/m³
Transcribed Image Text:9.6 A mat foundation is shown in Figure P9.6. The design considerations are L= 12 m, B = 10 m, Dy= 2.2 m, Q = 30 MN, x₁ = 2 m, x₂ = 2 m, x3 = 5.2 m, and precon solidation pressure o≈ 105 kN/m². Calculate the conso dation settlement under the center of the mat. D₁ X3 Figure P9.6 Size of mat = B x L Vo Clay Ysat = 17.5 kN/m³ €= 0.88 C=0.38 C₁=0.1 Sand y = 16.0 kN/m³ Water table Sand Ysat = 18.0 kN/m³
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