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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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