A soil profile as shown below, the saturated unit weight of clay and sand are 19kN/m^3 and 17kN/m^3 respectively. A moist unit weight of clay is 18.5kN/m^3. If the clay above water table is being saturated by capillarity, what is the effective stress at point A and effective stress at point B?
A soil profile as shown below, the saturated unit weight of clay and sand are 19kN/m^3 and 17kN/m^3 respectively. A moist unit weight of clay is 18.5kN/m^3. If the clay above water table is being saturated by capillarity, what is the effective stress at point A and effective stress at point B?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A soil profile as shown below, the saturated unit weight of clay and sand are 19kN/m^3 and 17kN/m^3 respectively. A moist unit weight of clay is 18.5kN/m^3. If the clay above water table is being saturated by capillarity, what is the effective stress at point A and effective stress at point B?
Transcribed Image Text:1.2 m
GWL
1 m
Clay
2 m
A
1.5 m
Sand
B
2 m
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