Elevation (m) 2.0 3.0 5.4 20.6 Very fine wet sand with silt w = 5%, S = 40% w = 12%.S = 100% Fine sand, w = 12% Soft blue clay, w = 28% Fine sand saturat
Elevation (m) 2.0 3.0 5.4 20.6 Very fine wet sand with silt w = 5%, S = 40% w = 12%.S = 100% Fine sand, w = 12% Soft blue clay, w = 28% Fine sand saturat
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate and draw the total stress, pore water pressure, and effective stress with the depth, the specific gravity of 2.7
Transcribed Image Text:Elevation (m)
2.0
3.0
5.4
20.6
Very fine wet sand with silt
w = 5%, S = 40%
w = 12% .S= 100%
Fine sand, w = 12%
Soft blue clay, w = 28%
Fine sand saturati
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