Practice Second Part of Effective Stress Principle - 1.3.2 | 8. Stresses in the Ground | Geotechnical Engineering - Vol 1
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1.3.2 - Second 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 certain depth?

💡 Hint: Remember that γ is the unit weight of the soil.

Question 2

Easy

Define pore water pressure in simple terms.

💡 Hint: Think about how water behaves in soil.

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 is the formula for effective stress?

💡 Hint: Remember the relationship defined by Terzaghi.

Question 2

True or False: Pore water pressure is zero at the water table.

💡 Hint: Think about the definitions of water table and pressure.

Solve 1 more question and get performance evaluation

Challenge Problems

Push your limits with challenges.

Question 1

A construction site has a loading of 50 kN/m² applied on the surface. If the unit weight of the soil is 18 kN/m³ and the depth of interest is 4 m below the surface, calculate the effective stress at that depth when the pore water pressure is 10 kN/m².

💡 Hint: Use the formulas for total and effective stress!

Question 2

Discuss how negative pore pressure could affect the effective stress in a partially saturated soil above the water table, especially in terms of capillary rise.

💡 Hint: Consider suction effects and water dynamics in soils!

Challenge and get performance evaluation