The value of compression index for a remoulded sample whose liquid limit is 50% is
A. 0.028
B. 0.28
C. 0.36
D. 0.036
Answer: Option B
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Related Questions on Soil Mechanics and Foundation
A. 3 months
B. 6 months
C. 12 months
D. 24 months
A. directly proportional to time and inversely proportional to drainage path
B. directly proportional to time and inversely proportional to square of drainage path
C. directly proportional to drainage path and inversely proportional to time
D. directly proportional to square of drainage path and inversely proportional to time
.301
0.009×(50-20)=0.28
Cc=0.007(LL-7)=0.007(50-7)=0.28
0.007×(50-10)=0.28
Compression Index
=0.007(WL-10) for remoulded soil
And
=0.009(WL-10) for undisturbed soil
For remoulded clay
Cc=0.007(LL-10)
Answer: 0.28
For remoulded case
Cc=0.007(wl-7)
Cc=0.301
Cc =0.009(LL-10)
Cc = 0.36 will be the answer
explain