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Example 2.1: Design of Shallow Foundation in Saturated Clay. Design a square footing to support a column load of 667 kN. The base of the footing will be. Shallow Foundation 1; Shallow Foundation 2; Shallow Foundation 3; Shallow Foundation 4; Shallow Foundation 5; Shallow Foundation 6; Shallow Foundation Module-4 Design of shallow foundations. Lecture -16 Module-5 Design of Deep Foundations. Lecture -20 Module-8 Foundations in difficult ground. Lecture Different types of shallow and deep foundations are illustrated in that lesson. The design considerations and different codal provisions of foundation structures are If the soil conditions immediately below the structure are sufficiently strong and capable of supporting the required load, then shallow spread footings can be used differentiate between shallow and deep foundations,. • identify the situations when a combined footing shall be used,. • explain the safe bearing capacity of soil Shallow footing subjected to vertical load along with moment. Design a column footing to carry a vertical load of 40 t (DL+LL) and moment of 1000 Kg-m. i Soil Exploration. Soil Exploration. Shallow Foundations. Shallow Foundations. Combined Footing And Raft Foundation. Combined Footing And Raft Foundation. Allowable Bearing Pressure: It is the maximum soil pressure without any shear failure or settlement failure. Fig. 4.7 Bearing capacity of footing. Page 4. Module 4 : Settlement of a rigid load resting on an elastic and isotropic material. is the net applied pressure at the foundation. B=width of the foundation. =coefficient due to the