FE Civil Practice Question Solution included after investigation
CASE E-102 Β· FE

The Soil at 7 m That Carried 94.8 kPa, Not 134

Total overburden at 7 m was 134 kPa, but pore water carried 39.2 kPa. The soil skeleton carried only 94.8 kPa effective stress.

β–Ά INTERACTIVE CASE FILE β€’ 5–10 MIN β€’ CLICK TO INVESTIGATE

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

Case E-102 engineering failure visual
HOW THIS WORKS

Think like
a real engineer.

Follow the investigation process used in the field β€” 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 profile has 3 m of moist soil above the water table with unit weight 18 kN/mΒ³ and 4 m of saturated soil below it with saturated unit weight 20 kN/mΒ³. Take gamma_w=9.81 kN/mΒ³. Determine total vertical stress, pore pressure, and effective vertical stress at 7 m depth.

Geotechnical Engineering Civil Design Verification Root Cause Analysis Safe Correction
E-102
INVESTIGATION WORKSPACE WORK THROUGH THE CASE β€” YOUR CHOICES MATTER.
πŸ”’
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.

πŸ”’Root causeComplete the case
to reveal
πŸ”’Correct fixComplete the case
to reveal
πŸ”’Exam takeawayComplete the case
to reveal
CASE CLOSED Β· ENGINEERING VERDICT

What actually failed β€” and what should change.

What failed

Total stress was reported as effective stress.

What was missed

Pore-water pressure at 4 m below the water table.

Corrected model

Use sigma'=sigma-u.

QUICK ANSWER

sigma=3(18)+4(20)=134 kPa. Pore pressure u=4(9.81)=39.24 kPa. Therefore sigma'=134-39.24=94.76 kPa.

ENGINEERING TAKEAWAY

Use sigma'=sigma-u, with pore pressure based on depth below the water table.

CASE QUESTIONS

Questions this case should settle.

What is the effective stress equation?

sigma'=sigma-u.

NEXT FE PRACTICE QUESTION

The Footing That Held 614 kPa, Not 331

Geotechnical Engineering Β· 5–10 min

Continue Practice β†’
WHAT YOU’LL LEARN

Real failures. Lasting skills.

Each case is designed to build the judgment, analysis, and confidence you need for engineering exams β€” 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 5–10 minute investigation.

Are the cases aligned with engineering exams?

Each case is mapped to a verified exam, subject, topic, and misconception before publication.

What happens after I complete a case?

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