Q1/ Draw the distribution of the effective stress for section A-A in the following soil profile: A N.GL ydry 16 kN/m 150 kN over an 2 m ysat = 19 kN/m area of 2 x 2 m -+ ydry 15 kN/m 4 m ysat = 18 kN/m ydry 18 kN/m 5m ysat 20 kN/m ydry 15 kN/m 4 m ysat 18 kN/m ydry = 17 kN/m 2 m ysat = 19 kN/m ydry = 16 kN/m 6 m ysat 18 kN/m A
Q1/ Draw the distribution of the effective stress for section A-A in the following soil profile: A N.GL ydry 16 kN/m 150 kN over an 2 m ysat = 19 kN/m area of 2 x 2 m -+ ydry 15 kN/m 4 m ysat = 18 kN/m ydry 18 kN/m 5m ysat 20 kN/m ydry 15 kN/m 4 m ysat 18 kN/m ydry = 17 kN/m 2 m ysat = 19 kN/m ydry = 16 kN/m 6 m ysat 18 kN/m A
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Soil
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