Q.1
##### For a mass of 3.of soil with voids ratio 0.find its saturated unit weight.
• a) 20.44 KN/m3
• b) 76.22
• c) 23.55
• d) 50.43
Q.2
• a) 0.753
• b) 0.561
• c) 0.493
• d) 0.245
Q.3
• a) 0.36
• b) 0.45
• c) 0.12
• d) 0.64
Q.4
##### If change in voids ratio is 0.and change in effective pressure is 100KN/mthen the coefficient of compressibility is ______
• a) 2.5×10-3 m2/kN
• b) 2×10-3 m2/kN
• c) 9×10-3 m2/kN
• d) 9.5×10-3 m2/kN
Q.5
• a) 2.4432
• b) 1.7778
• c) 4.3312
• d) 5.3489
Q.6
• a) 5.234
• b) 2.456
• c) 3.114
• d) 4.233
Q.7
• a) 4m
• b) 7m
• c) 3m
• d) 2m
Q.8
• a) 5m
• b) 2m
• c) 22m
• d) 16m
Q.9
• a) 200cm
• b) 367cm
• c) 400cm
• d) 569cm
Q.10
• a) 800cm
• b) 500cm
• c) 600cm
• d) 480cm
Q.11
##### For a foundation, find the elapsed time in whichof ultimate settlement will occur. The coefficient of consolidation is 4*10-4cm2/s. The average drainage path is 50cm.
• a) 19.9 hours
• b) 15.5 hours
• c) 13.9 hours
• d) 17.5 hours
Q.12
##### For a foundation, find the elapsed time in whichof ultimate settlement will occur. The coefficient of consolidation is 4*10-4cm2/s. The average drainage path is 50cm.
• a) 56.38 days
• b) 43.78 days
• c) 61.34 days
• d) 78.23 days
Q.13
• a) 0.524
• b) 0.243
• c) 0.728
• d) 0.871
Q.14
• a) 2m
• b) 4m
• c) 8m
• d) 16m
Q.15
##### Find the hydrostatic pressure of water at depth 10m.
• a) 98.1KN/m2
• b) 54. 1KN/m2
• c) 32. 1KN/m2
• d) 43. 1KN/m2