4. A flat site is underlain by two layers over rock. The top layer is a CL with thickness = 3m, lateral stress ratio = 0.55 and unit weights = 18 and 19 kN/m³. The bottom layer is an SP with thickness = 4m, lateral stress ratio = 0.62 and unit weights = 19 and 21 kN/m³. The water table is located at a depth of 1 meter. Draw the profile. Calculate the horizontal effective stress at a point located at a depth of 6m. Show your work and circle your answer.
4. A flat site is underlain by two layers over rock. The top layer is a CL with thickness = 3m, lateral stress ratio = 0.55 and unit weights = 18 and 19 kN/m³. The bottom layer is an SP with thickness = 4m, lateral stress ratio = 0.62 and unit weights = 19 and 21 kN/m³. The water table is located at a depth of 1 meter. Draw the profile. Calculate the horizontal 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:4. A flat site is underlain by two layers over rock. The top layer is a CL with thickness = 3m, lateral stress ratio = 0.55 and
unit weights = 18 and 19 kN/m³. The bottom layer is an SP with thickness = 4m, lateral stress ratio = 0.62 and unit weights
= 19 and 21 kN/m³. The water table is located at a depth of 1 meter. Draw the profile. Calculate the horizontal effective
stress at a point located at a depth of 6m. Show your work and circle your answer.
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