Inspect
Review the problem, diagram, and evidence.
Using wet density as dry density produced e=0.50. Correcting for 20% water content gave e=0.80 and 67.5% saturation.
Inspect, commit, prove, fix, and sign off.
Follow the investigation process used in the field โ 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 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.
Find the root cause, confirm the fix, and see how this connects to the exam.
Wet density replaced dry density.
Water content is defined relative to dry solids mass.
Find dry mass first, then use dry density in soil phase relations.
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%.
First remove water mass using w=Mw/Ms, then use dry density in the phase-relation equations.
Dry density.
Each case is designed to build the judgment, analysis, and confidence you need for engineering exams โ and beyond.
Basic subject familiarity helps, but every case is designed to teach through the investigation itself.
Most cases are designed for a focused 5โ10 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.