Foundation (structure): Difference between revisions
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==Shallow foundations== | ==Shallow foundations== | ||
{{main|shallow foundation}} | {{main|shallow foundation}} | ||
Shallow foundations are | Shallow foundations are those which rest at the surface of the ground or are embedded a few feet into [[soil]]. One common type is the '''spread footing''' which consists of strips or pads of concrete (or other materials) which extend below the [[frost line]] and transfer the weight from walls and columns to the soil or bedrock. Another common type is the '''slab-on-grade foundation''' where the weight of the building is transferred to the soil through a [[concrete]] slab placed at the ground surface. | ||
==Deep foundations== | ==Deep foundations== | ||
Revision as of 09:45, 28 May 2007
A foundation is a structure that transfers building loads to the ground. Foundations are generally broken into two categories: shallow foundations and deep foundations.
Shallow foundations
Shallow foundations are those which rest at the surface of the ground or are embedded a few feet into soil. One common type is the spread footing which consists of strips or pads of concrete (or other materials) which extend below the frost line and transfer the weight from walls and columns to the soil or bedrock. Another common type is the slab-on-grade foundation where the weight of the building is transferred to the soil through a concrete slab placed at the ground surface.
Deep foundations
Deep foundations are used to transfer building loads deeper into the earth than is practical for shallow foundations, when shallow foundations can not provide adequate capacity due to size and structural limitations. There are different types of deep foundations including piles, drilled shafts, caissons, piers, and earth stabilized columns. The naming conventions for different types of foundations vary between different engineers. Historically, piles were wood, later steel, reinforced concrete, and pre-tensioned concrete. Sometimes these foundations penetrate into bedrock.
Design
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 engineer.
The primary design concerns are settlement and bearing capacity. When considering settlement, both total settlement and differential settlement are 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 a particular problem for house footings in semi-arid climates such as South Australia, Southwestern US, Israel, 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.
When structures are built in areas of permafrost, special consideration must be given to the thermal effect the structure will have on the permafrost. Generally, the structure is designed in a way that tries to prevent the permafrost from melting.