Practice First Part of Effective Stress Principle - 1.3.1 | 8. Stresses in the Ground | Geotechnical Engineering - Vol 1
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1.3.1 - First Part of Effective Stress Principle

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Learning

Practice Questions

Test your understanding with targeted questions related to the topic.

Question 1

Easy

What is the formula for total stress at a depth?

💡 Hint: Think about the factors influencing stress at a given depth.

Question 2

Easy

What happens to pore water pressure below the water table?

💡 Hint: Remember the hydrostatic condition of water.

Practice 4 more questions and get performance evaluation

Interactive Quizzes

Engage in quick quizzes to reinforce what you've learned and check your comprehension.

Question 1

What equation represents total stress in soil at a certain depth?

  • σ = γZ
  • σ' = σ - u
  • u = γ_w h

💡 Hint: Remember the basic equation for total stress!

Question 2

True or False: The effective stress is directly measurable.

  • True
  • False

💡 Hint: Consider how we measure stress in soils.

Solve 2 more questions and get performance evaluation

Challenge Problems

Push your limits with challenges.

Question 1

Calculate the total stress at a depth of 15 feet with a soil unit weight of 120 lbs/ft³. What would happen if water were to saturate this soil to 10 feet?

💡 Hint: Make sure to account for both the weight of the soil and the contribution of the water above.

Question 2

Explain how excavation to a depth of 20 feet might impact pore water pressure and total stress in a nearby area.

💡 Hint: Consider how soil reacts to sudden removal of load and its effects on water movement.

Challenge and get performance evaluation