Computer · Soil Mechanics and Foundation Engineering
सामंजस्यहीन मिट्टी (cohesionless soil) पर एक ड्रेन्ड परीक्षण में विफलता तल (failure plane) पर सामान्य प्रतिबल और अपरूपण प्रतिबल (shear stress) क्रमशः 100 kN/m2 और 40 kN/m2 हैं। यदि अपरूपण प्रतिरोध कोण φ है, तो:
- 1tan φ = 2.5
- 2tan φ = 0.4✓
- 3tan φ = 0.6
- 4tan φ = 2/3
सही उत्तर देखें
tan φ = 0.4
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 Computer?
Practice full-length mock tests with real exam timers, instant score analysis, and all-India ranking.
Want more practice questions on Soil Mechanics and Foundation Engineering?
Solve complete topic-wise tests with detailed solutions on GkGet.
Related Practice Questions
Recommended practice questions in Computer · Soil Mechanics and Foundation Engineering