It is used where the supporting soil has low bearing capacity.
Mat footing design example pdf.
The building has a 10 ft high basement.
The bottom of the footing is 13 ft below finished grade.
This approach is generally referred.
Instructional materials complementing fema p 751 design examples.
Load path and transfer of seismic forces.
Compensated foundation the net pressure increase in the soil under a mat foundation can be reduced by increasing the depth d f of the mat.
Although mat foundations are more difficult and more costly to design than individual spread footings they can be used effectively.
Mat or raft foundation is a large concrete slab supporting several columns in two or more rows.
A mat foundation also may be used to resist hydrostatic pressures or to bridge over small soft spots in the soil provided the mat is adequately reinforced.
45 x95 x7 0 with top of mat 3 6 below grade.
Example 8 3 4 see example 8 3 4 in textbook page 363.
Foundation foundation design 27 mat.
Instructional materials complementing fema p 751 design examples foundation design 3.
Example 5 2 illustrates the analysis and design of deep foundations for a building similar to the one highlighted in chapter 7 of this volume of design examples.
Force on a pile eq on unloaded pile.
The bearing capacity increased by combining all individual footings in to one mat since bearing capacity is proportional to width and depth of foundations.