If two individual footings are too close as per design, then they should be converted as
Combined footing
Based on standard foundation design principles, when two individual footings are found to be too close according to design requirements (usually based on factors like soil type, load, and stress distribution analysis), converting them into a combined footing is the most direct and appropriate solution.
Important Questions from Shallow Foundation
The type of footing in which the load bearing structures share the common rectangular or trapezoidal footing is called:
Load carrying capacity of the foundation on sand, mainly depends upon
A Grillage foundation is essentially a
Ultimate bearing capacity (qf) of a square footing 2.5 m wide resting at 1.5 m depth in a sandy soil having unit weight γ = 18 kN/m3, Nq = 33, Nγ = 48, using factor of safety as 3, will be
Identify the INCORRECT option.
SPT-N-values are correlated with:
