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9.1 Through 9.3 A soil profile consisting of three layers is shown in Figure 9.25. Calculate the values of o, u, and o' at points A, B, C, and D for the following cases. In each case, plot the variations of o,u, and o' with depth. Characteristics of layers 1, 2, and 3 for each case are given below: Layer 1 B Groundwater table Layer 2 Layer 3 Dry sand Sand Clay Rock Figure 9.25 Problem Layer no. Thickness Soil parameters 9.1 1 H - 7 ft Y- 110 lb'ft H = 12 ft Yu- 121 Ib'ft? H, = 6 ft u= 118 Ib'f P= 07G, = 2 64 1 H, =m H, = 8 m H, = 3 m 2 e = 0.55; G, = 2.7 3 w = 38%; e = 1.2 9.3 1 H - 3 m Y- 16 kN'm H. - 6 m Yu - 18 kN'n H, - 2.5 m - 17 kN/m

9.1 Through 9.3 A soil profile consisting of three layers is shown in Figure 9.25. Calculate the values of o, u, and o' at points A, B, C, and D for the following cases. In each case, plot the variations of o,u, and o' with depth. Characteristics of layers 1, 2, and 3 for each case are given below: Layer 1 B Groundwater table Layer 2 Layer 3 Dry sand Sand Clay Rock Figure 9.25 Problem Layer no. Thickness Soil parameters 9.1 1 H - 7 ft Y- 110 lb'ft H = 12 ft Yu- 121 Ib'ft? H, = 6 ft u= 118 Ib'f P= 07G, = 2 64 1 H, =m H, = 8 m H, = 3 m 2 e = 0.55; G, = 2.7 3 w = 38%; e = 1.2 9.3 1 H - 3 m Y- 16 kN'm H. - 6 m Yu - 18 kN'n H, - 2.5 m - 17 kN/m

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 8.3P
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9.1 Through 9.3 A soil profile consisting of three layers is shown in Figure 9.25. Calculate the values of o, u, and o' at points A, B, C, and D for the following cases. In each case, plot the variations of o,u,and o' with depth. Characteristics of layers 1,2, and 3 for each case are given below: Layer 1 Groundwater table Layer 2 Layer 3 O Dry sand Clay Sand Rock Figure 9.25 Problem Layer no. Thickness Soil parameters 9.1 1 H - 7 ft - 110 Ib'fn 2 H = 12 ft Y- 121 Ib'ft H, = 6 ft Y = 118 Ib/f3 H =5m P= 0G, = 2 64 H, = 8 m e = 0.55: G, = 2.7 H, = 3 m w = 38%; e = 1.2 9.3 1 H - 3 m Y- 16 kNim 2 H. - 6 m Yu - 18 kN'm 3 H, - 2.5 m Yut - 17 kN/m
Transcribed Image Text:9.1 Through 9.3 A soil profile consisting of three layers is shown in Figure 9.25. Calculate the values of o, u, and o' at points A, B, C, and D for the following cases. In each case, plot the variations of o,u,and o' with depth. Characteristics of layers 1,2, and 3 for each case are given below: Layer 1 Groundwater table Layer 2 Layer 3 O Dry sand Clay Sand Rock Figure 9.25 Problem Layer no. Thickness Soil parameters 9.1 1 H - 7 ft - 110 Ib'fn 2 H = 12 ft Y- 121 Ib'ft H, = 6 ft Y = 118 Ib/f3 H =5m P= 0G, = 2 64 H, = 8 m e = 0.55: G, = 2.7 H, = 3 m w = 38%; e = 1.2 9.3 1 H - 3 m Y- 16 kNim 2 H. - 6 m Yu - 18 kN'm 3 H, - 2.5 m Yut - 17 kN/m
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