Practice Logarithm of time method - 1.1.1 | 7. Determination of coefficient of consolidation (Cv) from laboratory data | Geotechnical Engineering - Vol 2
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Logarithm of time method

1.1.1 - Logarithm of time method

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What does the coefficient of consolidation (Cv) represent?

💡 Hint: Think about how soil reacts to pressure.

Question 2 Easy

Define 0% consolidation.

💡 Hint: Consider what happens before any weight is applied.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is the purpose of the Logarithm of Time method?

To measure soil density
To determine the coefficient of consolidation
To assess soil color

💡 Hint: Think about why we measure consolidation in soil.

Question 2

Is 0% consolidation a pre-loading state?

True
False

💡 Hint: Remember what happens before any load is applied.

2 more questions available

Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

If a soil sample experiences a loading of 50 kPa and the dial reading changes from 3.0 mm to 4.5 mm in time intervals t1=1 hour and t2=4 hours, calculate the coefficient of consolidation.

💡 Hint: Focus on finding H first, then using the correct times.

Challenge 2 Hard

You plotted your data and the primary and secondary lines intersect after 6 hours. If the dial readings correspond to 8 and 12 at those times respectively, what can you infer about the soil's consolidation?

💡 Hint: Consider how readings reflect soil stability over time under load.

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