Practice One-Dimensional Consolidation Test - 2.7.2 | 2. Engineering Characteristics of Soils | Pavement Materials
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One-Dimensional Consolidation Test

2.7.2 - One-Dimensional Consolidation Test

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Practice Questions

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Question 1 Easy

Define compressibility in soil.

💡 Hint: Think about what happens to soil when you compress it.

Question 2 Easy

What does the Coefficient of Consolidation (Cv) represent?

💡 Hint: Consider how quickly a sponge releases water.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What does Cv stand for?

Coefficient of Variation
Coefficient of Consolidation
Cohesive Volume

💡 Hint: Think of what it means for soil under pressure.

Question 2

True or False: A high Cc value indicates low soil compressibility.

True
False

💡 Hint: Think about the implications of compressibility.

1 more question available

Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

A soil sample exhibits a Cv of 0.5 m²/year. If the load is applied and the settlement is monitored over the first year, calculate the expected amount of settlement after one year if the initial thickness was 1 meter.

💡 Hint: Use the relationship between Cv, time, and settlement.

Challenge 2 Hard

A construction project needs to determine the impact of using different soil types on the foundation. Compare and contrast the expected Cc values of sand, silt, and clay soils. Then recommend which soil is best for minimal settlement.

💡 Hint: Reflect on how compressibility varies among the soil types.

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