FE Civil · Geotechnical Engineering

FE Geotechnical Engineering Practice Questions

Solve FE-style Geotechnical Engineering questions and learn the reasoning behind each answer through interactive engineering cases.

Interactive problems•Reasoning explained•Solutions included

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E-103 · FE CIVIL Geotechnical Engineering

The Footing That Held 614 kPa, Not 331

Using only the surcharge term gave 331 kPa. The width-dependent soil-weight term raised the gross ultimate bearing capacity to about 614 kPa.

Bearing Capacity Intermediate 5–10 min

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PRACTICE SET

FE Geotechnical Engineering Practice Questions

Choose a question and solve it before reading the final engineering verdict.

E-103Geotechnical Engineering

The Footing That Held 614 kPa, Not 331

Using only the surcharge term gave 331 kPa. The width-dependent soil-weight term raised the gross ultimate bearing capacity to about 614 kPa.

Bearing Capacity5–10 min

E-102Geotechnical Engineering

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.

Effective Stress5–10 min

E-101Geotechnical Engineering

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.

Soil Phase Relations5–10 min

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What should I practice in FE Geotechnical Engineering?

Practice the calculations, assumptions, constraints, and failure modes that appear around this topic. Each question here is designed to test whether you can apply the concept when the obvious calculation is not the whole engineering decision.