The following general steps have to be adopted in the design of foundations:
- A soil investigation has to be carried out as discussed in Section 15.2.
- It is necessary to compute the total load (both dead and live load) and the distribution has to be assessed.
- It is to assess the total and differential settlement which the structure may under go.
- Based on the type of soil and the structure and load the type of foundation is decided as discussed in Section 15.6.1.
- The appropriate allowable soil pressure has to be determined for the selected type of foundation.
- The type of material for the foundation has to be decided.
- Alternate designs are to be made before finalization.
- Cost estimate has to be made and any further modification may be made keeping in view economy and life of the structure.
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