Inspect
Review the problem, diagram, and evidence.
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.
Inspect, commit, prove, fix, and sign off.
Follow the investigation process used in the field β in five guided steps.
Review the problem, diagram, and evidence.
Choose your hypothesis.
Run calculations and test your idea.
Select and validate a safe correction.
See the full debrief and key takeaways.
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.
Find the root cause, confirm the fix, and see how this connects to the exam.
Total stress was reported as effective stress.
Pore-water pressure at 4 m below the water table.
Use sigma'=sigma-u.
sigma=3(18)+4(20)=134 kPa. Pore pressure u=4(9.81)=39.24 kPa. Therefore sigma'=134-39.24=94.76 kPa.
Use sigma'=sigma-u, with pore pressure based on depth below the water table.
sigma'=sigma-u.
Each case is designed to build the judgment, analysis, and confidence you need for engineering exams β and beyond.
Basic subject familiarity helps, but every case is designed to teach through the investigation itself.
Most cases are designed for a focused 5β10 minute investigation.
Each case is mapped to a verified exam, subject, topic, and misconception before publication.
The sealed debrief unlocks with the root cause, corrected reasoning, fix, and takeaway.