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8.1 through 8.5 Refer to Figure 8.24. Calculate o, u, and o' at A, B, C, and D for the following cases and plot the variations with depth. (Note: e = void ratio, w = moisture content, G, = specific gravity of soil solids, y dry unit weight, and Ysat = saturated unit weight.) H₁ H₂ Problem 8.1 8.2 8.3 8.4 8.5 I H₁ = 2 ft Y4 115 lb/ft³ Figure 8.24 H₁ = 9 ft Yd=100 lb/ft³ H₁ = 4 m Ya 16.2 kN/m² H₁-4 m e = 0.5 G₁ = 2.65 H₁ = 3m e 0.52 G₁ = 2.65 Dry sand Sand Details of soil layer 11 H₂ = 4 ft Yout= 118 lb/ft H₂ = 21 ft Your=122 lb/ft³ H₂ = 1.5 m Your 18.4 kN/m³ H₂ = 1.5 m e = 0.65 G₁= 2.68 H₂ = 2.5 m e = 0.52 G₁ = 2.65 Clay Rock Layer 1 III H₂ = 6 ft Ysat 130 lb/ft³ H₂ = 36 ft Yar=128 lb/ft³ H₂ = 9m Yat 19,81 kN/m² H₁ = 3 m e = 0.81 G₁ = 2.71 Layer II H₁ = 2m w = 45% e = 1.22 Groundwater table Layer III

8.1 through 8.5 Refer to Figure 8.24. Calculate o, u, and o' at A, B, C, and D for the following cases and plot the variations with depth. (Note: e = void ratio, w = moisture content, G, = specific gravity of soil solids, y dry unit weight, and Ysat = saturated unit weight.) H₁ H₂ Problem 8.1 8.2 8.3 8.4 8.5 I H₁ = 2 ft Y4 115 lb/ft³ Figure 8.24 H₁ = 9 ft Yd=100 lb/ft³ H₁ = 4 m Ya 16.2 kN/m² H₁-4 m e = 0.5 G₁ = 2.65 H₁ = 3m e 0.52 G₁ = 2.65 Dry sand Sand Details of soil layer 11 H₂ = 4 ft Yout= 118 lb/ft H₂ = 21 ft Your=122 lb/ft³ H₂ = 1.5 m Your 18.4 kN/m³ H₂ = 1.5 m e = 0.65 G₁= 2.68 H₂ = 2.5 m e = 0.52 G₁ = 2.65 Clay Rock Layer 1 III H₂ = 6 ft Ysat 130 lb/ft³ H₂ = 36 ft Yar=128 lb/ft³ H₂ = 9m Yat 19,81 kN/m² H₁ = 3 m e = 0.81 G₁ = 2.71 Layer II H₁ = 2m w = 45% e = 1.22 Groundwater table Layer III

Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.7P
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8.1 through 8.5 Refer to Figure 8.24. Calculate o, u, and o' at A, B, C, and D for the following cases and plot the variations with depth. (Note: e = void ratio, w = moisture content, G, = specific gravity of soil solids, Ya dry unit weight, and Ysat = saturated unit weight.) H₁ H₂ Problem 8.1 8.2 8.3 8.4 8.5 I H₁ = 2 ft Ya 115 lb/ft Figure 8.24 H₁ = 9 ft Yd=100 lb/ft³ H₁ = 4 m Ya 16.2 kN/m² H₁-4 m e = 0.5 G₁ = 2.65 H₁ = 3m e 0.52 G₁ = 2.65 Dry sand Sand Details of soil layer 11 H₂ = 4 ft Yat=118 lb/ft H₂ = 21 ft Year=122 lb/ft³ H₂ = 1.5 m Yur 18.4 kN/m³ H₂ = 1.5 m e = 0.65 G₁-2.68 H₂ = 2.5 m e = 0.52 G₁ = 2.65 Clay Rock Layer 1 H₂ = 6 ft Ysat 130 lb/ft³ H₂ = 36 ft Yar=128 lb/ft³ H₂ = 9m Ysat 19.81 kN/m² H₁ = 3 m e = 0.81 G₁ = 2.71 Layer II H₁ = 2 m w = 45% e = 1.22 Groundwater table Layer III
Transcribed Image Text:8.1 through 8.5 Refer to Figure 8.24. Calculate o, u, and o' at A, B, C, and D for the following cases and plot the variations with depth. (Note: e = void ratio, w = moisture content, G, = specific gravity of soil solids, Ya dry unit weight, and Ysat = saturated unit weight.) H₁ H₂ Problem 8.1 8.2 8.3 8.4 8.5 I H₁ = 2 ft Ya 115 lb/ft Figure 8.24 H₁ = 9 ft Yd=100 lb/ft³ H₁ = 4 m Ya 16.2 kN/m² H₁-4 m e = 0.5 G₁ = 2.65 H₁ = 3m e 0.52 G₁ = 2.65 Dry sand Sand Details of soil layer 11 H₂ = 4 ft Yat=118 lb/ft H₂ = 21 ft Year=122 lb/ft³ H₂ = 1.5 m Yur 18.4 kN/m³ H₂ = 1.5 m e = 0.65 G₁-2.68 H₂ = 2.5 m e = 0.52 G₁ = 2.65 Clay Rock Layer 1 H₂ = 6 ft Ysat 130 lb/ft³ H₂ = 36 ft Yar=128 lb/ft³ H₂ = 9m Ysat 19.81 kN/m² H₁ = 3 m e = 0.81 G₁ = 2.71 Layer II H₁ = 2 m w = 45% e = 1.22 Groundwater table Layer III
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please just solve 8.3 and 8.4 like how you did above

8.1 through 8.5 Refer to Figure 8.24. Calculate o, u, and o' at A, B, C, and D for the following cases and plot the variations with depth. (Note: e = void ratio, w = moisture content, G, = specific gravity of soil solids, Ya dry unit weight, and Ysat = saturated unit weight.) H₁ H₂ Problem 8.1 8.2 8.3 8.4 8.5 I H₁ = 2 ft Ya 115 lb/ft Figure 8.24 H₁ = 9 ft Yd=100 lb/ft³ H₁ = 4 m Ya 16.2 kN/m² H₁-4 m e = 0.5 G₁ = 2.65 H₁ = 3m e 0.52 G₁ = 2.65 Dry sand Sand Details of soil layer 11 H₂ = 4 ft Yat=118 lb/ft H₂ = 21 ft Year=122 lb/ft³ H₂ = 1.5 m Yur 18.4 kN/m³ H₂ = 1.5 m e = 0.65 G₁-2.68 H₂ = 2.5 m e = 0.52 G₁ = 2.65 Clay Rock Layer 1 H₂ = 6 ft Ysat 130 lb/ft³ H₂ = 36 ft Yar=128 lb/ft³ H₂ = 9m Ysat 19.81 kN/m² H₁ = 3 m e = 0.81 G₁ = 2.71 Layer II H₁ = 2 m w = 45% e = 1.22 Groundwater table Layer III
Transcribed Image Text:8.1 through 8.5 Refer to Figure 8.24. Calculate o, u, and o' at A, B, C, and D for the following cases and plot the variations with depth. (Note: e = void ratio, w = moisture content, G, = specific gravity of soil solids, Ya dry unit weight, and Ysat = saturated unit weight.) H₁ H₂ Problem 8.1 8.2 8.3 8.4 8.5 I H₁ = 2 ft Ya 115 lb/ft Figure 8.24 H₁ = 9 ft Yd=100 lb/ft³ H₁ = 4 m Ya 16.2 kN/m² H₁-4 m e = 0.5 G₁ = 2.65 H₁ = 3m e 0.52 G₁ = 2.65 Dry sand Sand Details of soil layer 11 H₂ = 4 ft Yat=118 lb/ft H₂ = 21 ft Year=122 lb/ft³ H₂ = 1.5 m Yur 18.4 kN/m³ H₂ = 1.5 m e = 0.65 G₁-2.68 H₂ = 2.5 m e = 0.52 G₁ = 2.65 Clay Rock Layer 1 H₂ = 6 ft Ysat 130 lb/ft³ H₂ = 36 ft Yar=128 lb/ft³ H₂ = 9m Ysat 19.81 kN/m² H₁ = 3 m e = 0.81 G₁ = 2.71 Layer II H₁ = 2 m w = 45% e = 1.22 Groundwater table Layer III
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