3. A flat site is underlain by three layers over rock. The top layer is a CL with thickness = 5m, lateral stress ratio = 0.4 and unit weights = 18 and 19 kN/m³. The middle layer is a CH with thickness = 4m, lateral stress ratio = 0.52 and unit weights = 19 and 21 kN/m³. The bottom layer is a SC with thickness = 3m, lateral stress ratio = 0.6 and unit weights = 20 and 21 kN/m³. The water table is located at a depth of 7 meters. Draw the profile. Calculate the vertical effective stress at a point located at a depth of 6m. Show your work and circle your answer.
3. A flat site is underlain by three layers over rock. The top layer is a CL with thickness = 5m, lateral stress ratio = 0.4 and unit weights = 18 and 19 kN/m³. The middle layer is a CH with thickness = 4m, lateral stress ratio = 0.52 and unit weights = 19 and 21 kN/m³. The bottom layer is a SC with thickness = 3m, lateral stress ratio = 0.6 and unit weights = 20 and 21 kN/m³. The water table is located at a depth of 7 meters. Draw the profile. Calculate the vertical effective stress at a point located at a depth of 6m. Show your work and circle your answer.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:3. A flat site is underlain by three layers over rock. The top layer is a CL with thickness = 5m, lateral stress ratio = 0.4 and
unit weights = 18 and 19 kN/m³. The middle layer is a CH with thickness = 4m, lateral stress ratio = 0.52 and unit weights =
19 and 21 kN/m³. The bottom layer is a SC with thickness = 3m, lateral stress ratio = 0.6 and unit weights = 20 and 21
kN/m³. The water table is located at a depth of 7 meters. Draw the profile. Calculate the vertical effective stress at a point
located at a depth of 6m. Show your work and circle your answer.
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