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 cach case, plot the variations of ơ, u, and o' with depth. Characteristics of layers 1, 2, and 3 for each case are given below: Layer I Groundwater table Layer 2 Layer 3 O Dry sand | Sand Clay Rock Figure 9.25 Layer no. Thickness Soll parameters H, = 2.1 m На - 3.66 m Y= 17.23 kN/m³ 18.96 kN/m³ 9.1 %3D %3! %3D You 183 m 18S IN/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 cach case, plot the variations of ơ, u, and o' with depth. Characteristics of layers 1, 2, and 3 for each case are given below: Layer I Groundwater table Layer 2 Layer 3 O Dry sand | Sand Clay Rock Figure 9.25 Layer no. Thickness Soll parameters H, = 2.1 m На - 3.66 m Y= 17.23 kN/m³ 18.96 kN/m³ 9.1 %3D %3! %3D You 183 m 18S IN/m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 ơ, u, and o' at points A, B, C, and D for the following cases.
In each case, plot the variations of ơ, u, and o' with depth. Characteristics
of layers 1, 2, and 3 for each case are given below:
H
Layer I
Groundwater table
H2
Layer 2
Layer 3
| Dry sand
Sand a Clay
Rock
Figure 9.25
Layer no.
Thickness
Soll parameters
H; = 2.1 m
Hz = 3.66 m
- 1.83 m
Ye = 17.23 kN/m
18.96 kN/m
18.5 kN/m
9.1
Yut
3
H3
Yaut
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