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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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