Mat Foundation Settlement

The designer can analyse a mat foundation of any size including up to 32 columns placed anywhere on the foundation.

Mat foundation settlement.

If settlements beneath the mat foundation are more than the rigidity of the structure will permit a redistribution of loads takes place that will. This spreadsheet can be used to complete the design of mat foundations. A mat foundation is used when the subsoil is weak and column loads are so heavy that the conventional spread footings cover more than 50 of the building area. Mat foundation is also known as the raft foundation.

It is used to reduce differential settlement of buildings. Whereas for footings only 25 mm is specified for the same allowable differential settlement of 18 mm 3 4 inches for both cases. Use of a larger foundation to produce lower soil contact pressures. Mat foundations are commonly used where settlements may be a problem for example where a site contains erratic deposits or lenses of compressible materials suspended boulders etc.

Thus an allowable maximum settlement of 50 mm is usually specified for raft foundations. Mat foundation is specified to bridge over pockets of weak spots in moderately weak soil. Mat foundation is also used for low bearing capacity soil in order to spread the load of a building and hence construct a stable foundation. It is a continuous thick concrete slab on the soil that extends the entire footprint of the building and increases the soil bearing capacity power.

The mat foundation can be analysed as either rigid or flexible depending on the size and thickness of the mat and the strength of the subgrade. Raft or mat foundation is used when the soil layer is unstable. The settlement tends to be controlled via the following. The columns can be subjected to axial horizontal and moment forces.

It has been found that for the same loading intensity and soil condition the differential settlement in a mat foundation is about 1 2 than that of a spread foundation. Compared to spread footings the differential settlement in a mat foundation is much more reduced as the mat bridges over the loose pockets and lenses of a soil deposit. Under some conditions spread footings would have to cover more than half the building area and mat foundations might be more economical. Common types of mat foundation.

Mat foundations are sometimes preferred for soils that have low load bearing capacities but that will have to support high column or wall loads. The settlement of the mat foundation will be within limits that the structure can safely tolerate as a flexible structure.