Given the soil profile below, determine the Total Stress, Neutral Stress and Effective Stress at points A, B, C, and D . Plot as well the soil pressure diagram. H1= 1.9m; H2=0.95m; H3=1.9m

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter6: Soil Compaction
Section: Chapter Questions
Problem 6.15P
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Given the soil profile below, determine the Total Stress, Neutral Stress and Effective Stress at points A, B, C, and D . Plot as well the soil pressure diagram. H1= 1.9m; H2=0.95m; H3=1.9m
H₁
H₂
Zone of capillary rise
G₁-2.65; e = 0.5
Degree of saturation= S = 50%
Sand
Saturated clay
Rock
G₁ = 2.65
e=0.5
Groundwater table
42% (moisture content)
G₁ = 2.71
Transcribed Image Text:H₁ H₂ Zone of capillary rise G₁-2.65; e = 0.5 Degree of saturation= S = 50% Sand Saturated clay Rock G₁ = 2.65 e=0.5 Groundwater table 42% (moisture content) G₁ = 2.71
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