A. consolidated drained test
B. consolidated undrained test
C. unconsolidated drained test
D. unconsolidated undrained test
Soil Mechanics and Foundation Engineering
Soil Mechanics and Foundation Engineering
A. 45°
B. 90°
C. 135°
D. 225°
A. 90°
B. 45°
C. 22.5°
D. 0°
A. 0.5 N/mm2 and 30°
B. 0.05 N/mm2 and 0°
C. 0.2 N/mm2 and 0°
D. 0.05 N/mm2 and 45°
A. effective stress only
B. total stress only
C. both effective stress and total stress
D. none of the above
A. undrained test
B. drained test
C. consolidated undrained test
D. consolidated drained test
A. effective stress increases with depth but water content of soil and un-drained strength decrease with depth
B. effective stress and water content increase with depth but undrained strength decreases with depth
C. effective stress and undrained strength increase with depth but water content decreases with depth
D. effective stress, water content and undrained strength decrease with depth
A. 1
B. zero
C. between 0 and 1
D. greater than 1
A. is directly proportional to the angle of internal friction of the soil
B. is inversely proportional to the angle of internal friction of the soil
C. decreases with increase in normal stress
D. decreases with decrease in normal stress
A. dry of OMC and wet of OMC
B. wet of OMC and dry of OMC
C. wet of OMC and wet of OMC
D. dry of OMC and dry of OMC where OMC is optimum moisture content
