The utilization of oil-contaminated soils in construction necessitates
the determination of their engineering properties. This investigation
was undertaken to evaluate the effect of temperature on the strength,
permeability, and compressibility of an oil-contaminated sand obtaine
d from eastern Saudi Arabia. The sand was artificially contaminated wi
th different grades and percentages of crude oil. The compaction and C
alifornia Bearing Ratio (CBR) characteristics of the resulting mixes w
ere evaluated. Samples were prepared at different densities and permea
bility, and conventional triaxial and oedometer tests were performed a
t different temperatures. The oedometer and triaxial setups have bl:en
modified to enable testing at controlled different temperatures. Test
results show that the modified permeameter/oedometer and triaxial set
ups gave reliable and consistent results. In addition, the experimenta
l results clearly show the effect of moisture content and testing temp
erature on the engineering properties of oil-contaminated sands. This
paper will present the experimental procedure and test results related
to the compaction characteristics, CBR, triaxial testing, and compres
sibility of the oil-contaminated sand. (C) 1998 Elsevier Science Ltd.