The question in the subject of advanced soil mechanics, dear, answer all points, thank you A sand sample is consolidated in triaxial apparatus under axial stress = 200 kPa and radial stress or 50 kPa then sheared under standard triaxial test. If the specific volume before shear is v. = 1.7 and the sand have the following constants; = ; I 2.0, 2 0.05, M = 1.3, -2.0, λ = 0.05, What will be:- The magnitude of back water pressure so that the water will not cavitate during undrained failure. and The undrained shear strength of sand. and The drained shear strength if the sand volume decreases so that (de,/des) = 0.3
The question in the subject of advanced soil mechanics, dear, answer all points, thank you A sand sample is consolidated in triaxial apparatus under axial stress = 200 kPa and radial stress or 50 kPa then sheared under standard triaxial test. If the specific volume before shear is v. = 1.7 and the sand have the following constants; = ; I 2.0, 2 0.05, M = 1.3, -2.0, λ = 0.05, What will be:- The magnitude of back water pressure so that the water will not cavitate during undrained failure. and The undrained shear strength of sand. and The drained shear strength if the sand volume decreases so that (de,/des) = 0.3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The question in the subject of advanced soil mechanics,
dear, answer all points, thank you
A sand sample is consolidated in triaxial apparatus under axial stress =
200 kPa and
radial stress or
50 kPa then sheared under standard triaxial test. If the specific
volume before shear is v. = 1.7 and the sand have the following constants;
I 2.0, 2 0.05, M = 1.3,
-
What will be:- The magnitude of back water pressure so that
the water will not cavitate during undrained failure. and The
undrained shear strength of sand. and The drained shear
strength if the sand volume decreases so that (de/des) = 0.3
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