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Problem 1 Consider the soil profile shown in the figure subjected to the uniformly distributed load, Ao on the ground surface. Given: Ao = 26 kN/m^2; H1 = 1.83 m; , H2 = 3.66 m: and H3 = 5.5 m. Soil characteristics are as follows: Sand: yd =17.9 kN/m2: ysat 18.5 kN/m3 Clay: ysat = 18.3 kN/m3 . LL=38; e=0.73; Cs=(1/5) Cc Estimate the primary consolidation settlement in the clay if a) The clay is normally consolidated b) The preconsolidation pressure oc=105 kN/m2

Problem 1 Consider the soil profile shown in the figure subjected to the uniformly distributed load, Ao on the ground surface. Given: Ao = 26 kN/m^2; H1 = 1.83 m; , H2 = 3.66 m: and H3 = 5.5 m. Soil characteristics are as follows: Sand: yd =17.9 kN/m2: ysat 18.5 kN/m3 Clay: ysat = 18.3 kN/m3 . LL=38; e=0.73; Cs=(1/5) Cc Estimate the primary consolidation settlement in the clay if a) The clay is normally consolidated b) The preconsolidation pressure oc=105 kN/m2

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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Problem 1 Consider the soil profile shown in the figure subjected to the uniformly distributed load, Ao on the ground surface. Given: Ao = 26 kN/m^2; H1 = 1.83 m; , H2 = 3.66 m: and H3 = 5.5 m. Soil characteristics are as follows: Sand: yd = 17.9 kN/m3: ysat = 18.5 kN/m3 Clay: ysat = 18.3 kN/m3 . LL=38; e-0.73; Cs=(1/5) Cc Estimate the primary consolidation settlement in the clay if a) The clay is normally consolidated b) The preconsolidation pressure oc=105 kN/m2
Transcribed Image Text:Problem 1 Consider the soil profile shown in the figure subjected to the uniformly distributed load, Ao on the ground surface. Given: Ao = 26 kN/m^2; H1 = 1.83 m; , H2 = 3.66 m: and H3 = 5.5 m. Soil characteristics are as follows: Sand: yd = 17.9 kN/m3: ysat = 18.5 kN/m3 Clay: ysat = 18.3 kN/m3 . LL=38; e-0.73; Cs=(1/5) Cc Estimate the primary consolidation settlement in the clay if a) The clay is normally consolidated b) The preconsolidation pressure oc=105 kN/m2
H2 H3 Sand 9 Clay © Cengage Learning 2014
Transcribed Image Text:H2 H3 Sand 9 Clay © Cengage Learning 2014
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