Major parts of the Eastern Province of Saudi Arabia are covered with w
indblown dune sand which is characterized as poorly-graded soil with h
igh permeability. Also, marl, which is available in abundance in this
region, has poor strength. It is usually required to use these materia
ls as subgrade layers or as a backfill in base and subbase lavers of r
oads and highways. Because of the low strength characteristics of thes
e materials and the high water table in the region, some sort of stabi
lization is needed to improve the characteristics of these materials.
In this research, slow-setting emulsified asphalt and medium-curing cu
tback asphalt were used to stabilize both marl and dune sand. Lime and
Portland cement (2% and 4%) were added to the stabilized soils to acc
elerate the curing process and to reduce stability loss due to water d
amage. It was found that the stabilizing agents improved both shear st
rength and resistance of the analyzed soils to water damage. It was ob
served that Portland cement was more effective than lime. (C) 1997 Els
evier Science Ltd.