1. A soil has the following profile and a lateral stress coefficient at rest is 0.45. 0-4 G, = 2.75 e = 0.58 dry sand 4 - 6 m G, = 2.60 e = 0.42 MC = 12% 6-8 m G, = 2.68 e = 0.65 S = 85% а. Determine the effective vertical stress at 7 m depth. b. Solve for the Total lateral pressure at 7 m depth. If water table is located 5 m below ground surface.
1. A soil has the following profile and a lateral stress coefficient at rest is 0.45. 0-4 G, = 2.75 e = 0.58 dry sand 4 - 6 m G, = 2.60 e = 0.42 MC = 12% 6-8 m G, = 2.68 e = 0.65 S = 85% а. Determine the effective vertical stress at 7 m depth. b. Solve for the Total lateral pressure at 7 m depth. If water table is located 5 m below ground surface.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1. A soil has the following profile and a lateral stress coefficient at rest is 0.45.
0-4
G, = 2.75
e = 0.58
dry sand
4 - 6 m
G, = 2.60
e = 0.42
MC = 12%
6-8 m
G, = 2.68
e = 0.65
S = 85%
а.
Determine the effective vertical stress at 7 m depth.
b. Solve for the Total lateral pressure at 7 m depth. If water table is located 5 m below
ground surface.
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