Practice Shear Strength Parameters - 1.5 | 13. Triaxial Tests | Geotechnical Engineering - Vol 2
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Shear Strength Parameters

1.5 - Shear Strength Parameters

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Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What does a triaxial test help determine?

💡 Hint: Think about the contribution of the test to soil mechanics.

Question 2 Easy

Name the three types of triaxial tests.

💡 Hint: Recall the drainage conditions for each test.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What are the three categories of triaxial tests?

1. Unconsolidated-Drained
Consolidated-Drained
Consolidated-Undrained
2. Consolidated-Drained
Consolidated-Undrained
Unconsolidated-Undrained
3. Consolidated-Undrained
Unconsolidated
Eroded-Drained

💡 Hint: Recall the tests and conditions discussed.

Question 2

The effective stress is defined as which of the following: σ' = σ - u?

True
False

💡 Hint: Think about how we calculate effective stress.

1 more question available

Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

A saturated clay sample is subjected to a consolidated-undrained test, yielding a total stress of 200 kPa with a pore water pressure of 75 kPa. Compute the effective stress and discuss its implications for soil stability.

💡 Hint: Remember the effective stress equation.

Challenge 2 Hard

If a horizontal Mohr’s circle in an unconsolidated-undrained test demonstrates a horizontal tangent line, explain what this implies about the shear strength under varying confining pressures.

💡 Hint: Consider what happens to pore water pressure in saturation.

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