INVESTIGATION ON STABILIZATION OF A SAUDI SABKIIA SOIL
Hamad
2nd Geotechnical Engineering Conference, Cairo
University, fall. 10-13, 1994
ABSTRACT
Literature search indicates that sabkha improvement has been
extensively used for large-scale construction, when the recommended
methodologies include stone columns, dynamic compaction, use of geotextiles and pile foundations. For relatively small-scale construction such as highways and
small buildings, the use of the above methods is not feasible and therefore
classical methods of stabilization using lime, cement, asphalt, etc. should be
researched. This is because sabkas have a very high
salt content and therefore previous experience with conventional soils cannot
directly be applied.
In
this investigation, a typical sabkha from eastern
Although liquid asphalts did not bring about any improvement as
anticipated, results of this investigation indicate that the sabkha properties
(Ф and c) have improved significantly by the addition of cement to the
emulsified asphalt. Properties of sabkha have been improved to a lesser extent
when lime and emulsified asphalt were conjointly used. Emulsified asphalt at 4
% portland cement proved to
be the best treatment.