The analysis shows that at a particular value of wlC,
strength development with time is controlled only by the
value of A since B is regarded as constant. The value of
A for different stabilized soils depends on soil type.
However, the rate of strength development with time
is identical for various soils since it is influenced
predominantly by the hydration process. As such, it is
possible to generalize the strength development(as has
been done for concrete by Nagaraj and Zahida Banu,
1996) using the compressive strength of cement stabilized
soil at an age of 28 days as a reference value. By considering the
curing time (days) in natural logarithmic scale, the