FE Civil Practice Question Solution included after investigation
CASE E-101 ยท FE

The Soil Sample With e = 0.80, Not 0.50

Using wet density as dry density produced e=0.50. Correcting for 20% water content gave e=0.80 and 67.5% saturation.

โ–ถ INTERACTIVE CASE FILE โ€ข 5โ€“10 MIN โ€ข CLICK TO INVESTIGATE

Inspect, commit, prove, fix, and sign off.

Case E-101 engineering failure visual
HOW THIS WORKS

Think like
a real engineer.

Follow the investigation process used in the field โ€” in five guided steps.

1

Inspect

Review the problem, diagram, and evidence.

2

Commit

Choose your hypothesis.

3

Prove

Run calculations and test your idea.

4

Fix

Select and validate a safe correction.

5

Sign Off

See the full debrief and key takeaways.

Case Brief

SAME PRINCIPLES. HIGHER STANDARDS.
PROBLEM STATEMENT

A soil specimen has total volume 0.050 mยณ, total mass 90 kg, water content w=20%, and specific gravity Gs=2.70. Take rho_w=1000 kg/mยณ. Determine dry density, void ratio, and degree of saturation.

Geotechnical Engineering Civil Design Verification Root Cause Analysis Safe Correction
E-101
INVESTIGATION WORKSPACE WORK THROUGH THE CASE โ€” YOUR CHOICES MATTER.
๐Ÿ”’
DEBRIEF (LOCKED)

Complete the investigation
to unlock the full debrief.

Find the root cause, confirm the fix, and see how this connects to the exam.

๐Ÿ”’Root causeComplete the case
to reveal
๐Ÿ”’Correct fixComplete the case
to reveal
๐Ÿ”’Exam takeawayComplete the case
to reveal
CASE CLOSED ยท ENGINEERING VERDICT

What actually failed โ€” and what should change.

What failed

Wet density replaced dry density.

What was missed

Water content is defined relative to dry solids mass.

Corrected model

Find dry mass first, then use dry density in soil phase relations.

QUICK ANSWER

Ms=90/1.20=75 kg and rho_d=75/0.05=1500 kg/mยณ. Thus e=2.70(1000)/1500-1=0.80, and S=0.20(2.70)/0.80=67.5%.

ENGINEERING TAKEAWAY

First remove water mass using w=Mw/Ms, then use dry density in the phase-relation equations.

CASE QUESTIONS

Questions this case should settle.

Which density is used to calculate soil void ratio from specific gravity?

Dry density.

NEXT FE PRACTICE QUESTION

The Footing That Held 614 kPa, Not 331

Geotechnical Engineering ยท 5โ€“10 min

Continue Practice โ†’
WHAT YOUโ€™LL LEARN

Real failures. Lasting skills.

Each case is designed to build the judgment, analysis, and confidence you need for engineering exams โ€” and beyond.

  • Apply core engineering concepts to real-world problems
  • Practice structured troubleshooting and analysis
  • Strengthen exam-ready thinking through realistic scenarios
COMMON QUESTIONS
Do I need prior knowledge to use these cases?

Basic subject familiarity helps, but every case is designed to teach through the investigation itself.

How long does a case take?

Most cases are designed for a focused 5โ€“10 minute investigation.

Are the cases aligned with engineering exams?

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What happens after I complete a case?

The sealed debrief unlocks with the root cause, corrected reasoning, fix, and takeaway.