This study shows that calcium carbonate plays an important role as a c
ementing agent of various marine sediments. The measured vane shear st
rength of marine soil samples is shown to vary with depth and is stron
gly correlated with the calcium carbonate content. The results show th
at an increase in calcium carbonate of 1% causes an increase in shear
strength of about 10 kPa. Moreover, under accumulating self-weight, co
nsolidation is found to be enhanced by calcium carbonate. It was also
found that both the cementation and condensation due to calcium carbon
ate are the major factors accounting for the strength development of m
arine sediments, beside consolidation. These effects are often greater
than those due to grain size effects.