Practice Total Settlement Components - 1.2 | 1. CONSOLIDATION | Geotechnical Engineering - Vol 2
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Total Settlement Components

1.2 - Total Settlement Components

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What is immediate settlement?

💡 Hint: Think of how quickly things change when a load is added.

Question 2 Easy

Define secondary consolidation.

💡 Hint: Consider how soil behaves over an extended period.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What causes immediate settlement?

Water displacement
Elastic deformation
Soil rearrangement

💡 Hint: Think about how materials react when loads are applied.

Question 2

True or False: Primary consolidation ceases when all excess pore water pressure dissipates.

True
False

💡 Hint: Consider what happens at the end of water evacuation.

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Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

Given a surface pressure of 200 kPa, a soil layer thickness of 10m, and a permeability of 1.0e-6 m/s, discuss how long primary consolidation will take.

💡 Hint: Link the thickness and hydraulic conductivity to estimate time.

Challenge 2 Hard

A building's design was based on a total settlement of 5 cm across three soil types. The immediate settlement is 1.5 cm, and primary is 3 cm. What is the expected secondary consolidation?

💡 Hint: Use the total settlement equation to find the unknown.

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Reference links

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