Practice Specific Gravity (G) - 2.2 | 3. Volume Relations | Geotechnical Engineering - Vol 1
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Specific Gravity (G)

2.2 - Specific Gravity (G)

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

Define void ratio.

💡 Hint: What do you compare to the volume of voids?

Question 2 Easy

What is porosity expressed as?

💡 Hint: Think about the total volume in relation to voids.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is the formula to calculate porosity?

n = V_voids / V_solids
n = V_voids / (V_voids + V_solids)
n = V_solids / V_voids

💡 Hint: Remember, it's a ratio involving total volume.

Question 2

True or False: The value of specific gravity for most inorganic soils is generally less than 2.60.

True
False

💡 Hint: Think about how specific weight varies in soil types.

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Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

Given a soil sample with a bulk density of 1.8 g/cm³, determine the dry unit weight if the moisture content is 15%.

💡 Hint: Remember to adjust for moisture content.

Challenge 2 Hard

A soil has a specific gravity of 2.75 and an air content of 25%. What would a saturated unit weight be if the bulk unit weight is 1.9 g/cm³?

💡 Hint: Consider how saturation affects total weight.

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Reference links

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