By summarising of all UCS graphs as above shows the significant increase with increase in the cement content and
curing time. Over them the M+OPC got the highest value which is 64.55 kg/cm2. From Fig.07(c) it can shows that most
effective mix design for the construction of pavements and construction grounds. One thing has to say that the brittletype
failure occur at low strain levels was observed for treated soils (more brittle failure in Murrum (silt), Medium soft
brittle failure in sand and more (compare to sand) brittle failure in black cotton (soft) soil) at 28 days curing as shown
in the graph.