- Please Ignore The Markings 1 (50.5 KiB) Viewed 62 times
Please ignore the markings.
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answerhappygod
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Please ignore the markings.
Please ignore the markings.
CU Triaxial test Example Problem 3: Results from a CU Triaxial test are given below. a. Determine the total shear strength parameters of the soil. b. Determine the effective shear strength parameters of the soil. c. Determine the long term shear strength of the soil at 12 ft depth. c. Determine the short term shear strength of the soil at 12 ft depth. (Assume y = 110 pcf, Water table at 4 ft depth) 7 25psi DS=5 15 psi QT=7.5 다 Spai 16p a 10 20 30 Hoy Sample 1 03 = 5 psi Δσ = 10 psi u = 1.5 psi Sample 2 0; = 10 psi Ao = 12 psi u= 2 psi 17.5
CU Triaxial test Example Problem 3: Results from a CU Triaxial test are given below. a. Determine the total shear strength parameters of the soil. b. Determine the effective shear strength parameters of the soil. c. Determine the long term shear strength of the soil at 12 ft depth. c. Determine the short term shear strength of the soil at 12 ft depth. (Assume y = 110 pcf, Water table at 4 ft depth) 7 25psi DS=5 15 psi QT=7.5 다 Spai 16p a 10 20 30 Hoy Sample 1 03 = 5 psi Δσ = 10 psi u = 1.5 psi Sample 2 0; = 10 psi Ao = 12 psi u= 2 psi 17.5
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