For the given soil profile below. Given; H1 = 5m, H2 = 1.5m, H3 = 4.5m, and the degree of saturation in the capillary rise zone S = 60%. Calculate and plot the variation of total stress, pore water pressure, and effective stress. H G = 2.69; e = (0,47 H2 G, = 2.73; e = (0.68 H3 G, = 2.7; e = 0.89 O Dry sand O Clay; zone of capillary rise Clay Rock
For the given soil profile below. Given; H1 = 5m, H2 = 1.5m, H3 = 4.5m, and the degree of saturation in the capillary rise zone S = 60%. Calculate and plot the variation of total stress, pore water pressure, and effective stress. H G = 2.69; e = (0,47 H2 G, = 2.73; e = (0.68 H3 G, = 2.7; e = 0.89 O Dry sand O Clay; zone of capillary rise Clay Rock
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:For the given soil profile below. Given; H1 = 5m, H2 = 1.5m, H3 = 4.5m, and the degree of saturation in the
capillary rise zone S = 60%. Calculate and plot the variation of total stress, pore water pressure, and effective
stress.
G = 2.69; e = 0.47
H2
G, = 2.73; e = 0.68
H3
G = 2.7; e = 0.89
Dry sand
Clay; zone of capillary rise
Clay
Rock
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