Mathematics · Soil Mechanics Calculations
In an unconfined compression test, a saturated clay sample fails under an axial load of 150 N. Considering the final cross-sectional area (Af) to be 2250 mm2, the shear resistance (cohesion, cu) of the sample is:
- 115.00 kPa
- 233.33 kPa✓
- 334.95 kPa
- 466.67 kPa
Correct answer
33.33 kPa
Download Single Question PDF
Save this question and verified answer as a clean study sheet with live clickable link.
Share with Friends & Study Groups
Challenge your peer aspirants on WhatsApp or Telegram to solve this question!
Preparing for Mathematics?
Practice full-length mock tests with real exam timers, instant score analysis, and all-India ranking.
Want more practice questions on Soil Mechanics Calculations?
Solve complete topic-wise tests with detailed solutions on GkGet.
Related Practice Questions
Recommended practice questions in Mathematics · Soil Mechanics Calculations