Question

A dry sand is known to have an angle of internal friction equal to $36^{\circ}$. A triaxial test is planned, where the confining pressure will be $40 \mathrm{kPa}$. What maximum axial stress (major principal stress) should be predicted?

   A dry sand is known to have an angle of internal friction equal to $36^{\circ}$. A triaxial test is planned, where the confining pressure will be $40 \mathrm{kPa}$. What maximum axial stress (major principal stress) should be predicted?
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Essentials of soil mechanics and foundations : basic geotechnics
Essentials of soil mechanics and foundations : basic geotechnics
David F. McCarthy 7th Edition
Chapter 11, Problem 8 ↓

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We are given the angle of internal friction (\(\phi\)) of dry sand, which is \(36^{\circ}\), and the confining pressure (\(\sigma_3\)) in a triaxial test, which is \(40 \, \text{kPa}\). We need to find the maximum axial stress (\(\sigma_1\)), which is the major  Show more…

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A dry sand is known to have an angle of internal friction equal to $36^{\circ}$. A triaxial test is planned, where the confining pressure will be $40 \mathrm{kPa}$. What maximum axial stress (major principal stress) should be predicted?
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Key Concepts

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Principal Stresses
Principal stresses are the normal stresses acting on mutually perpendicular planes where the shear stresses are zero. In the context of triaxial tests, the major principal stress represents the maximum stress the sample can sustain before failure, while the minor principal stress is typically the confining pressure. Their relationship is critical for applying the Mohr-Coulomb failure theory.
Triaxial Testing
Triaxial testing is an experimental setup used to determine the strength and deformation properties of soils under controlled conditions. In this test, the sample is subjected to an all-around confining pressure while an axial load is applied until failure occurs, providing valuable data that directly relates to parameters such as the angle of internal friction and the peak (major principal) stress.
Angle of Internal Friction
The angle of internal friction is a parameter that characterizes the shear strength of granular materials such as sand. It represents the resistance to sliding that develops from interparticle friction when the material is subjected to normal stress, and is a key factor in soil stability and failure analyses.
Mohr-Coulomb Failure Criterion
The Mohr-Coulomb failure criterion is a fundamental model in soil mechanics and rock mechanics that relates the shear strength of a material to its normal stress, internal friction angle, and cohesion. For cohesionless soils like dry sand, this criterion simplifies to a relationship where the maximum axial (major principal) stress can be predicted from the confining pressure and the friction angle.

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For a sandy soil, the angle of internal friction is 30°. If the major principal stress is 50 kN/m² at failure, the corresponding minor principal stress will be (a) 12.2 kN/m² (b) 16.66 kN/m² (c) 20.8 kN/m² (d) 27.2 kN/m²

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