Consolidated Undrained (CU) triaxial tests were performed on clay samples. The effective cohesion of the clay and the effective friction angle was determined as 20 kPa and 20° respectively Calculate the shear strength of the clay at its mid-depth. 5.0 m 6.0 m 77 kPa 55 kPa 33 kPa 66 kPa Sand fill Ya = 18 kN/m³ Clay Ysat = 22 kN/m³ Sand GWT
Consolidated Undrained (CU) triaxial tests were performed on clay samples. The effective cohesion of the clay and the effective friction angle was determined as 20 kPa and 20° respectively Calculate the shear strength of the clay at its mid-depth. 5.0 m 6.0 m 77 kPa 55 kPa 33 kPa 66 kPa Sand fill Ya = 18 kN/m³ Clay Ysat = 22 kN/m³ Sand GWT
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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