Foundations are designed to have an adequate load capacity with
limited settlement by a geotechnical engineer, and the foundation
itself is designed structurally by a structural engineering.
The primary design concerns are settlement and bearing capacity.
When considering settlement, total settlement and differential
settlement is normally considered. Differential settlement
is when one part of a foundation settles more than another
part. This can cause problems to the structure the foundation
is supporting. It is necessary that a foundation is not loaded
beyond its bearing capacity or the foundation will fail.
Other design considerations include scour and frost heave.
Scour is when flowing water removes supporting soil from around
a foundation (like a pier supporting a bridge over a river).
Frost heave occurs when water in the ground freezes to form
ice lenses.
Changes in soil moisture can cause expansive clay to swell
and shrink. This swelling can vary across the footing due
to seasonal changes or the effects of vegetation removing
moisture. The variation in swell can cause the soil to distort,
cracking the structure over it. This is particular problem
for house footings in semi-arid climates such as South Australia,
South Western US, Turkey, Israel, Iran and South Africa where
wet winters are followed by hot dry summers. Raft slabs with
inherent stiffness have been developed in Australia with capabilities
to resist this movement.
Slab-on-Ground Foundations
Slab-on-ground foundations are a structural engineering practice
whereby the concrete slab that is to serve as the foundation
for the structure is formed from a mold set into the ground.
The concrete is then poured into the mold, leaving no space
between the ground and the structure. This type of construction
is often seen in warmer climates, where the ground freezing
and thawing is less of a concern and where there is no need
for heat ducting underneath the floor.
The advantages of the slab technique are that it is relatively
cheap and sturdy, and is considerably less vulnerable to termite
infestation because there are no hollow spaces or wood channels
leading from the ground to the structure (assuming wood siding,
etc is not carried all the way to the ground on the outer
walls).
|