Expansive soils occur in abundance in the central and southern regions
of Trinidad and contribute to extensive landsliding, and building and
pavement damage. Since there is little documentation available in thi
s country on these soils, this study is undertaken to develop the nece
ssary data to cope up with the deleterious nature of these soils. Dist
urbed and undisturbed soil samples are obtained from a large number of
sites covering both regions, and tested for grain size, classificatio
n, suction and potential swell measurements. Based on the results of t
hese tests a modified plasticity chart and a multi-parameter criteria
are presented to identify the expansive soils according to the degree
of their expansivity. The results have shown that these soils exist in
an overconsolidated state and their in situ water contents are high a
nd are generally at plastic limit. As a result their potential swellin
g capability is apparently somewhat restrained. Further, a hazard map
is presented showing areas of potential danger from expansive soils to
light engineering structures.