This article describes a laboratory testing program on a very soft, fi
ne-grained coastal sediment to investigate methods for characterizing
both the physicochemical properties of the sediment and its stress-str
ain-strength properties in the laboratory. The very soft consistency o
f these coastal sediments presents a significant obstacle to obtaining
valid mechanical properties from laboratory tests. Such properties ar
e needed to develop constitutive models for interpretation of in-situ
tests, prediction of penetrating object behavior, and estimation of la
ndslide and erosion potential. After physical and chemical characteriz
ation, the sediment from the Gulf of Mexico was tested using one-dimen
sional consolidation and consolidated-undrained triaxial and direct si
mple shear tests. Testing problems associated with the high compressib
ility and low strength of this material were identified and some solut
ions developed to mitigate their effects. The results indicate that, w
hile better sampling procedures need to be developed consistent consol
idation and stress-strain-strength parameters can be obtained. However
, special testing considerations are vital including innovative tube e
xtrusion and specimen trimming procedures to minimize sample disturban
ce, high-precision measurement instrumentation and comprehensive error
analysis to correct measured behavior. The article recommends additio
nal research that is vital in order to reach more definitive and widel
y applicable conclusions about coastal sediment behavior.