A soil investigation was carried out at two sites in Singapore and Bangkok,
Southeast Asia, and the results were compared with those from a site in Ar
iake, Japan. Soil samples at all the sites were retrieved using the Japanes
e sampling method to nullify the effect of sampling on sample quality. From
the laboratory tests, consolidation characteristics and undrained shear st
rength were measured. In addition to the mechanical tests, X-ray diffractio
n and scanning electron microscope tests were carried out to identify clay
minerals and to study their microstructure. Great differences in physical a
nd mechanical properties of these clays were observed, which may be attribu
ted to the difference in their clay mineral components and variation in the
sedimentation environment.