Correct Answer - Option 3 : Negative
Concept:
Over Consolidation Ratio:
Over Consolidation Ratio ( OCR ) is defined as the ratio of maximum pressure experienced in the past
( Preconsoildation pressure ) to the present overburden pressure.
\({\bf{OCR}} = \frac{{{\bf{Maximum}}\;{\bf{pressure}}\;{\bf{in}}\;{\bf{past}}}}{{{\bf{Present}}\;{\bf{overburden}}\;{\bf{pressure}}}}\)
OCR > 1 ⇒ It is Over consolidated soil
OCR = 1 It is Normally consolidated soil
OCR < 1It is Under consolidated soil
Calculation:
OCR of clay = 4
Since the OCR of the given soil is greater than 1, it is overconsolidated clay.
A – factor is a function of the over-consolidation ratio in the case of overconsolidated clay.
For OC clays, A = f (OCR)
For heavily overconsolidated clay A < 0, the typical value of A are
–0.2 to –0.3