MCQs
Total Questions : 58
| Page 3 of 6 pages
Answer: Option A. -> C’ and φ
Answer: (a).C’ and φ
Answer: (a).C’ and φ
Answer: Option B. -> 34.38 kN/m²
Answer: (b).34.38 kN/m²
Answer: (b).34.38 kN/m²
Answer: Option B. -> τf = ccu + σ tan φcu
Answer: (b).τf = ccu + σ tan φcu
Answer: (b).τf = ccu + σ tan φcu
Answer: Option B. -> σ1 – σ3
Answer: (b).σ1 – σ3
Answer: (b).σ1 – σ3
Answer: Option C. -> σd=additional axial load/A2
Answer: (c).σd=additional axial load/A2
Answer: (c).σd=additional axial load/A2
Answer: Option B. -> Plastic equilibrium
Answer: (b).Plastic equilibrium
Answer: (b).Plastic equilibrium
Answer: Option B. -> 0
Answer: (b).0
Answer: (b).0
Answer: Option D. -> Precise measurement
Answer: (d).Precise measurement
Answer: (d).Precise measurement
Answer: Option C. -> Tri axial compression tests
Answer: (c).Tri axial compression tests
Answer: (c).Tri axial compression tests
Answer: Option A. -> A. casagrande and Goyal
Answer: (a).A. casagrande and Goyal
Answer: (a).A. casagrande and Goyal