Civil Engineering MCQAE Level Civil Engineering
For volume change under sustained load in saturated clay, which of the following rules or methods is correct?
Soil MechanicsConsolidationMEDIUM
Choose the correct answer
A
coefficient of consolidation has no time effect
B
primary consolidation is governed by drainage of pore water
C
primary consolidation is immediate elastic distortion only
D
clays consolidate without pore-pressure change
Correct Answer
B. primary consolidation is governed by drainage of pore water
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Consolidation is a time-dependent drainage process. Correct option: B.
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