Problem 5: A 3.5m thick silt layer underlain by a 3m thick clay layer is shown in Figure. Calculate the total stress, pore water pressure, and effective stress at points A,B,C, D, and E. The water table is located 2.5m below the ground surface. The capillary rise in the silt layer is 1.5m. Assume that the silt layer has a degree of saturation S, = 60% in the zone of capillary rise. Silt G, 27 Ime0.6 S-0% Sut G,-27 0.6 Capillary Zone 1.5m S-60% Silt G,-27 e0.6 S- 100% Water Table Im Clay G,269 e0s07 3m S-100%

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Problem 5:
A 3.5m thick silt layer underlain by a 3m thick clay layer is shown in Figure. Calculate the total stress, pore water pressure, and
effective stress at points A,B,C, D, and E. The water table is located 2.5m below the ground surface. The capillary rise in the silt layer
is 1.5m. Assume that the silt layer has a degree of saturation S, = 60% in the zone of capillary rise.
Silt
G,-27
Ime0.6
S-0%
Sut
G,-27
15m 06
Capillary
Zone
S-60%
Silt
G,-27
Imle06
Water
Table
S-100%
Clay
G,269
S-100%
Transcribed Image Text:Problem 5: A 3.5m thick silt layer underlain by a 3m thick clay layer is shown in Figure. Calculate the total stress, pore water pressure, and effective stress at points A,B,C, D, and E. The water table is located 2.5m below the ground surface. The capillary rise in the silt layer is 1.5m. Assume that the silt layer has a degree of saturation S, = 60% in the zone of capillary rise. Silt G,-27 Ime0.6 S-0% Sut G,-27 15m 06 Capillary Zone S-60% Silt G,-27 Imle06 Water Table S-100% Clay G,269 S-100%
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