Practice Change in pore water pressure - 9.1 | 9. Effective stress under Hydrodynamic Conditions | Geotechnical Engineering - Vol 1
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Change in pore water pressure

9.1 - Change in pore water pressure

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What formula represents effective stress?

💡 Hint: Think about how total stress and pore water pressure interact.

Question 2 Easy

What happens to effective stress if pore water pressure increases?

💡 Hint: Consider the relationship of stress forces.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is the primary effect of downward water flow on effective stress?

Decreases effective stress
Increases effective stress
No effect

💡 Hint: Think about how gravity and water act together.

Question 2

True or False: A rise in groundwater pressure always leads to an increase in effective stress.

True
False

💡 Hint: Refer back to the definition of effective stress.

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Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

A soil layer with a thickness of 5m has a total stress of 40 kPa and a pore water pressure of 20 kPa. What is the effective stress and what implications does this have for stability?

💡 Hint: Ensure you use the correct effective stress formula.

Challenge 2 Hard

If the critical hydraulic gradient is 1 and the unit weight of water is 9.81 kN/m³, at what depth will the upward water flow cause quick sand conditions in a deposit with a unit weight of 20 kN/m³?

💡 Hint: Use the concept of balancing forces to find the answer.

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Reference links

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