Site sand-filled with sharp sand on a bed of Laterite |
The
most suitable soil type for filling water logged lands (or lands with high
water table) to make it stronger and stable enough to sustain foundations or
sub-structures to be constructed over it is any highly draining soil like sharp
sand. The common practice which is to fill with only Laterite (or red soils)
then construct a concrete slab or foundation or interlocking pavers directly
over it often yield in poor results; hence the reasons for the depressions that
shows up at various portions on the surface of a poorly sand filled land which
may consequently affect the overlying structure.
Unlike
Laterite or red soil, highly draining soils like sharp sand barely retain
surface and ground water, and do not behave abnormal across seasons (from dry
to wet or vice-versa). For instance, because of the plastic nature of clay/red
soils, they behave stable during the dry season and unstable during the wet (or
rainy season).
Therefore if a foundation or floor is constructed directly over
it in an area with high water table even with hardcore filling on it, it is
most likely to start settling in-differentially or failing horizontally
throughout its surface or longitudinal bearing and vertically downwards at
various portions as we migrate from one season to another leading to visible
cracks on the floor or from the foundation up to the roof after a period of
time.
These cracks are often persistent and will continue to resurface until
proper re-work is done. If left unattended to, it may degenerate into collapse
of the structure over time. Sharp sands or suitable equivalents also perform
well with changes in ground and surface temperatures in the day and at night
giving the foundation or floor greater resistance in the face of extreme
temperature or weather conditions.
However
because of the cost implication of using sharp sand or its equivalent as the
only filling material for the site, the suitable alternative practice is to
first fill the land from the depth of suitable sub-soil or from the existing
depth to a reasonable level with Laterite or smooth sand which is relatively
cheaper before introducing sharp sand to complete the fill up to the marked out
level which is often above the water table and road or drainage level.
This
way, the stiffening advantage of Laterite or smooth sand combines with the
merits or good qualities of sharp sand to give an acceptable degree of
strength, resistance and stability.
It
is instructive to note that when filling a land, precaution should be taken to
ensure that the filling sand or material is well leveled and compacted to allow
natural flow of surface water to the drains and to prevent excess air voids or
gaps respectively in order to function to full potentials. This process can be
done manually or mechanically or chemically or a combination of any of the trio
depending on the nature of the project. It is better to get it right at the
sub-structure level before constructing the super-structure to avoid re-works
and to reduce maintenance cost in the future.
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